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047-680-002
047-68- -002 00-1189 MESSINA, N B CANDY_ y -j iwcOMICE HICO 7•a 9 CONT: RYTHER/D4IL ONS"I) 4.61 NEW SINGLE FAMILY 047-680-002 04-iN��l PETERSON,ICEC 13858 COMICE CT, CHICO Cont: CARE FREE POOLS NEW POOL MSTR#502-01 4 7 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVIL'LE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAM (530)538-2140 WEBSITE: www.buttecounty.netldds 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 the Business and Professions Code, and my license is In full force and effect. License Class: `�3 License Number: 40 Date: l Contractor.+`��'� OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish; or repair any structure, prior to Its issuance, also requires the applicant for such permit to file a signed statement that he or she Is licensed pursuant to the provisions of the Contractor's Slate License Law (Chapter 9. commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): O 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' Stale 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, provided that such Improvements are not intended or offered for sale. If however, the building or Improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I. as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' Slate License Law does not apply to an owner of property who builds or Improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ -lam Exempt under Article 3 of the Business and Professions Code Date: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penally of perjury one of the following declarations: O 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. ®r�-1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit Is issued. My workers' compensation insurance arrier and policy number are: Carrier:% � Policy #: <� l ?, �/ O 1 certify that in the performance of the work for which this permit Is issued, I shall not employ any person In any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: PG 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 1 hereby affirm that there Is a construction lending agency for the performance of the work for which this penult Is Issued (Sec 3097 Civ.) Address: PERMIT NO. BP043525 Issued Date: 01/26/2005 APN: 047-680-002-000 Site Address: 13858 COMICE CT CHI Map Index: Description: POOL MASTER 01-502 Owner: MESSINA JOHN J & CANDACE G 13858 COMICE CT CHICO, CA 95973-9295 Applicant: CARE -FREE POOLS 9 ALYSSOM WAY CHICO, CA 95927 (530) 342-4639 Contractor: CARE -FREE POOLS 9 ALYSSOM WAY CHICO, CA 95927 (530) 342-4639 License #: 380826 Architect: Engineer: Total Square Ft: 0 S. F. Valuation: $0.00 Census Code: z/67, zIR This permit is hereby issued under the applicable provisions of the Brifle Counly Cods, enrtfor Resolutions to do work Indicated above for which fees have been paid. By. Date: PERMIT EXPIRES ON: ❑ 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. O Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and stale laws relating to building construction. I acknowledge It Is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representativesof Buttes coun to enterr upon the above mentioned property for Inspection purpo .2 —� . Print Name: 8 " it � G C / Signature: „�,, Date: Cl Owner -5 tractor 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. DATE:/,-) ' cQ APN: T U �J ZONIN . NEAREST CROSS STREET: TRACT/LOT# SITE ADDRESS: CITY, ZIP: CP /C OWNER NAME: �0 4 P�rE�sanJ PHONE: X9 o STREET ADDRESS: e7 -- FAX CITY, ZIP: ofyAPPLICANT E4ML NAME:PHONE: C�f1E F2� Ac 3ei�- v639 STREET ADDRESS: CYSS � way' FAX: CITY, ZIP: o rg �� E-AMIE• CONTRACTOR NAME: PHONE: STREET ADDRESS: FAX: CITY. ZIP: E -MAIL - LICENSE NUMBER LICENSE TYPE: ARCHITECT/ENGINEER NAME: PHONE: STREET ADDRESS: FAX: C[TY, ZIP LICENSE NUMBER: E-MAIL: DESCRIPTION OR SCOPE OF WORK: &J ! N o uAj ParzlL- El Structure Built without permits ❑ Proposed Change of Occupancy (note previous use) EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and 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 re dable. For office use only. Notes: Application Received by: Date: Receipt number: Amount Received: q, 8.7--4 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 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: YT 24. Planning approval (A) Use: QL(B)Parking: (C) Parcel Check: 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.............ZLettrom .......................... ❑ 36. Deed Restriction........................................................................ ❑ 37. ❑ Grant Deeo, ❑ H. Title/Statement of Facts, ❑egal Owner, ❑ Check to H.C.D. 38. Other: 2S 'r ❑ 39. Other:�� Z, When issued Telephone T and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: :2Date: 1. Index permit application for the above items num ered: Plan Check Le ter / 2. Add' iogal items required_ (Zntractor%designer, owner, was advised of the above data by phone, ❑ mail, ❑ counter, b Date: bS nfWr, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ co to , by Date: Plans reviewed by: Date: Plans approved by: Date Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: 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 vt/" `�UD j� Ci cp-counter Proposed Building Use: r - J Technician:��c Date: �ill f`�\Qt�IY Items required in order to apply fora permit. All boxes MUST be checked OR marked NA in orderuo apply. / o�b 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 ❑ 14. Hazardous Material Form <t5g 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: YT 24. Planning approval (A) Use: QL(B)Parking: (C) Parcel Check: 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.............ZLettrom .......................... ❑ 36. Deed Restriction........................................................................ ❑ 37. ❑ Grant Deeo, ❑ H. Title/Statement of Facts, ❑egal Owner, ❑ Check to H.C.D. 38. Other: 2S 'r ❑ 39. Other:�� Z, When issued Telephone T and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: :2Date: 1. Index permit application for the above items num ered: Plan Check Le ter / 2. Add' iogal items required_ (Zntractor%designer, owner, was advised of the above data by phone, ❑ mail, ❑ counter, b Date: bS nfWr, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ co to , by Date: Plans reviewed by: Date: Plans approved by: Date Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Piot Pian Anschodc Rous Plan AnsdtedV sent to B.D. Cat -4 SS --0 C/ -?Z-, P�''r.,/sri�n /3��� Cornice C�• ��"�i�'D—aG� Owner location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for . Other Hold final for: Final clearance O.K. for: NOTE: eoAe Environmental Health Specialist 12-15,-04 Date o1.1 ))) Department of Public Works C o u n t y o f B u t t e 1Michael Crump, Director LAND DEVELOPMENT DIVISION ° Storm Water Management Program 7 County Center Drive a Oroville, CA 95965 �Uc WORD (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACREI Project Description: �FCo I ffck /A -A1) QOt/�, Project Location and/or Parcel Number: _ 4.7 - (w d —6 Q 22 By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. ' Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. r )�� , Signed: Title: 61- 0 e Date: �/S� Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 SITE PIAN REVIEW APPLICATION Date: AP# �1/ 7—/a 2 - Permit Number (if applicable) d �'J5o2 APPLICANT INFORMATION Parcel Size: ! a C11,L Owners Name: '�'� '� `� S? Owners Address: Telephone No.: KY 7 QYQi� Situs Address: Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition Mobile Home ResidentialAccessory peo,� 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: ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well Brief Explan (if necessary): �,,(Q G� /�%C Sid �CGLvlgot _ jU . - Offo�✓ � A6�� //A natigA,"0 Acf.n it AA, fi--,/ UiJYV—,n DO NOT WME BELOW TIES LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved' By Date r___ It _rc 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 veiified proper foundation design required)OG SRA - (CDF to determine specific requirements) 100 -Year Flood Plain: (See attached) • Flood Zone: Y • Flood Panel No.: _06,00 7 CO Index Date: a0 o-0 ❑ 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 El Minor Variance El Administrative Permit ❑ Variance -------------------- ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: S� Applicable Building Setbacks: Zoning Code Streets & Highways Fire Prevention Subdivision Map Front , � Side � � Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. 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 Impact ❑ 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 L1 Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel '❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑. Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements puna 2 of S Subdivision Map/Parcel Map: Map Date of Recording Lot: ❑ Use Permit/Minor Use Permit Permit Number: Book: Page: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended.. -, ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa LEI PaLye 4 of 5 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. C:ULarrys\Building Permit Site Plan Reviewl.doc Pace 5 of 5 OWNER'S STATEMENT I. EVELYN C. LIPTRAP, AN UNMARRIED WOMAN, AS OWNER OF THE LAND SHOWN ON .THE ANNEXED MAP AND MID VALLEY TITLE AND ESCROW COMPANY, A CALIFORNIA CORPORATION, AS TRUSTEE UNDER THOSE CERTAIN DEEDS OF TRUST RECORDED JUNE 9, 1987 UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 87-20787. RECORDED SEPTEMBER 7,1994 UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 94-37406 AND RECORDED AUGUST 12 1098 UNDER BUTTE COUNTY RECORDERS SERIAL NO. 98,34310, DO HEREBY STATE THAT AVE ARE THE ONLY PARTIES WHOSE CONSENT IS NECESSARY TO PASS CLEAR TITLE TO SAID LAND AND THAT WE CONSENT TO THE PREPARATION AND RECORDATION OF THIS FINAL MAP. . WE HEREBY OFFER FOR DEDICATION FOR SPECIFIC PURPOSES THE FOLLOWING: (A) A PORTION OF GARNER LANE. A PORTON OF AUTUMN PARK DRIVE, COMICE COURT AND WINESAP COURT AS SHOWN ON THE ANNEXED MAP FOR PUBLIC STREET, PUBLIC SERVICE AND ALL OTHER PUBLIC PURPOSES, W FEE SIMPLE TO THE COUNTY OF BUTTE. (0) AN EASEMENT OVER LOT "A" AS SHOWN ON THE ANNEXED MAP FON STORM DRAINAGE PURPOSES TO THE COUNTY OF BUTTE. (C) EASEMENTS FOR PUBLIC SERVICE PURPOSES INCLUDING WATER, GAS ELECTRIC, COMMUNICATION FACILITES AND ALL OTHER PUBLIC SERVICE PURPOSES OVER. ON AND UNDER THOSE STRIPS OF LAND SHOWN ON THE ANNEXED MAP AS P.S.E. (PUBLIC SERVICE EASEMENT). (D) AN EASEMENT OVER A 30 FOOT NIDE STRIP OF LAND ACROSS LOTS 1. 11. 12, 17 AND REMAINING LANDS AS SHOWN ON THE ANNEXED MAP FOR EMERGENCY ACCESS PURPOSES FOR THE BENEFIT OF LOTS 1 THROUGH 21 AND REMAINING LANDS TO THE COUNTY OF BUTTE. '(E) AN EASEMENT OVER A STRIP OF LAND ADJACENT .TO GARNER LANE AND AUTUMN PARK DRIVE AS SHOWN ON THE ANNEXED MAP FOR LANDSCAPING PURPOSES TO THE COUNTY OF BUTTE (F) WE HEREBY RELEASE AND RELINQUISH TO THE COUNTY OF BUTTE ANY AND ALL ABUTTERS RIGHTS OF ACCESS ALONG THE GARNER LANE FRONTAGE OF LOTS 1, 2, 3, 4, 6 AND a AND ALONG THE AUTUMN PARK DRIVE FRONTAGE OF LOTS S. 7, 16 AND 21. PTRAP MIDDVA LEY TiTLEAND ESCROW COMPANY, 13522 HIGHWAY 99 NORTH A CAIJFORNN CORPORATION CHICO. CA 95973 ROGER BUTTON. VICE PRESIDENT STATE OF CALIFORNIA COUNTY OF BUTTE ON THIS4 OAY OF_ SNC . 1922 BEFORE ME THE UNDERSIGNED, PERSONALLY APPEARED EVELYN C. LIPTRAP. PERSONALLY KNOWN TO ME(OR PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE PERSON(S) WHOSE NAME(S) ISIARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE/SHE/THEY EXECUTED THE SAME IN HISMERRHEIR AUTHORIZED CAPACRY(IES), AND THAT BY IUSMERRHEIR SIGNATURES) ON THE INSTRUMENT THE PERSONS) OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT. WITNESS MY HAND NO SEAL REQUIRED SIGNATURE epa!!!9 /l. 7(?LQL+ —�— rAKY S. (iidwe-11 PRINTED NAME COMMISSION EXPIRES II8 02- , NOTARY'S PRINCIPAL PLACE OF BUSINESS C ki2C0 - (3JTTE (CITY 8 COUNTY) EER'S STATEME THIS FINAL MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED UPON AFIELD SURVEY IN CONFORMANCE WITH SUBDIVISION MAP ACT AND LOCAL ORDINANCES AT THE REQUEST OF EVELYN C. UPTRAP IN NOVEMBER, 1898. 1 HEREBY STATE THAT THE SURVEY IS TRUE AND COMPLETE AS SHOWN, THAT ALL MONUMENTS SHOWN WALL BE SET IN THEIR CORRECT POSITIONS WITHIN 90 DAYS OF THE RECORDATION OF THIS MAP AND THE MONUMENTS WILL BE SUFFICIENT TB ENABLE THE SURVEY TO BE RETRACED. s�d9 BRUCE A WASH !Y Na 9a�1 6 RC.E 33381 REGISTRATION EXPIRES: 01113M # >f t� ? q. C I, STUART EDELL. DEPUTY COUNTY SURVEYOR FOR THE COUNTY OF BUTTE, STATE OF CALIFORNIA DO HEREBY STATE THAT I HAVE EXAMINED THE FINAL MAP OF AUTUMN PARK SUBONISION PHASE 1 AND FIND THAT R IS SUBSTANTIALLY THE SAME AS R APPEARED ON THE TENTATIVE MAP AND ANY APPROVED ALTERATIONS THEREOF, THAT ALL PROVISIONS OF THE SUBDIVISION MAP ACT OF THE STATE OF CALIFORNIA AND LOCAL ORDINANCES APPLICABLE AT THE TIME OF APPROVAL OF THE TENTATIVE MAP HAVE BEER COMPLIED WITH, AND I AM SATISFIED THAT THE MAP IS TECHNICALLY CORRECT. DATE: /QY /99'1 STUART EDELL DEPUTY COUNTY SURVEYOR R.C.E. 29132 REGISTRATION EXPIRES: 03131/03 STATE OF CALIFORNIA COUNTY OF BUTTE ON.THIS zf DAY OF , f M"e " 18a BEFORE ME THE UNDERSIGNED, PERSONALLY APPEARED ROGER BUTTON. PERSONALLY KNOWM TO ME (OR PROVED ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE VICE PRESIDENT OF MID VALLEY TITLE AND ESCROW COMPANY, A CALIFORNIA CORPORATION, WHOSE NAME(S) ISIARE SUBSCRIBED TO THE WITHIN INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HEISHERHEY EXECUTED THE SAME IN HISAIERMHEIR AUTHORIZED CAPACITY AND THAT BY HISIHEFU HEIR SIGNATURE ON THE INSTRUMENT THE ENTITY UPON BEHALF OF WHICH THE PERSON ACTED, EXECUTED THE INSTRUMENT. WITNESS MY HAND NO SEAL REQUIRED SIGNATURE.Si!2MW I'WK* M UJ(MRIH/ P'IA(ALoll Am NAME COMMISSION EXPIRES 10-17.- 01 I'� LI� NOTARY'S PRINCIPAL PLACE OF BUSINESS l/1T 1(A �IAT'TT. (CffY 8 1, JOHN S. BIACKLOCK, CLERK OF THE BOARD OF SUPERVISORS OF THE COUNTY OF B ,SATE OF CALIFORNIA, DO HEREBY STATE THAT ON THE J(,dk' DAY OF 1898, THE BUTTE COUNTY BOARD OF SUPERVISORS OFFICIALLY A P OVED THE SUBDIVISION MAP OF AUTUMN PARK SUBDIVISION PHASE 1. DEDICATIONS SHOWN AS ITEMS A B. C. E AND F IN THE OWNER'S STATEMENT HEREON AND OFFERED FOR DEDICATION WERE ACCEPTED ON BEHALF OF THE ENTITIES NAMED. DEDICATION SHOWN AS ITEM D IN THE OWNER'S STATEMENT HEREON AND OFFERED FOR DEDICATION TO THE COUNTY OF BUTTE IS NOT ACCEPTED AT THIS TIME SHOULD THE COUNTY OF BUTTE DETERMINE PURSUANT TO GOVERNMENT CODE SECTION 89477.5 THAT THE PUBLIC PURPOSE FOR WHICH SAID PROPERTY WAS DEDICATED IN FEE SIMPLE NO LONGER EXISTS, THE COUNTY SHALL RECONVEY SAID PROPERTY AS SHOWN ON THIS MAP TO THE SUBDIVIDER WHOSE NAME AND ADDRESS IS SHOWN M THE OWNER'S STATEMENT ON THIS SHEET, OR TO THE SUBDMDEWS SUCCESSOR(S) IN INTEREST. � % APER . BLA K OF THE BOARD OF VISORS BO('�II�7Aie» �P1.Jt�� DEPUTY RECORDERS CERTIFICATE FILED THIS OF A✓C✓67 .AM. AT q,e/ q,MANB00K S OF MAPS AT PAGES 9%IAP� AT THE REQUEST OF EVELYN C. UPTRAP. SERIAL NO./971-003444-7" CAN z UACE RUB COUNTY RECORD BY: DEPUTY AUTUMN PARK SUBDIVISION PHASE 1 A DIVISION OF PARCEL i ASSHOWN ON THAT CERTAIN PARCEL MAPm RECORDED M BOOK 42 OF PARCEL MAPS, AT PACES 13 AND 14 LOCATED M SECTIONS31 AND 32. TOMS11P 23 NORTH, RANGE 1 EAST, M.O.B.& M. BUTTE COUNTY CALIFORNIA FOR EVELYN C. LIPTRAP 11 RAR' AOYS ANDOSON 6 RQ1A MARCH, 1999 a JOB NO. 99071 —� SHEET 1 OF 4 A.P. 47-28-1311 Rook / �17 /0ftGE I lip TAM LR I I.P. TA06[D / \ Fp Le' RT19W iN111 PLASTx CAP F0. t I.P. TADBEo L! 3523 PD1 Rt) YMNEp' Lf 3931 TIETZ' PCR R! LS / 3323 PER RY AND R3 fl8B'(Y) 4pl2TR1yO 299YIPl Q ' i [&W(c) y_ \ 90.00 W ) 7I''3dY15 `M 311'OPEN I.P. PER RQ.NO P3 DETAIL *A* DETAIL •8N DETAIL 'C' No SCALE w BGA"[ NO ICALS 3W.ZI'r(Rn 4TIU'(RI) DRA0. A' "WNv*Efq)n 4 &0fJR" 4T93. m'(C) SEC OETAIL'B' O'2(Rt,c) "3l '(C) e • 38.w'IRY. Poo' L • ISflC) IAT 8Y6'L3' t,t) 74L2]'(RI) 2) T4lYlw'R) _S2i•98'O•YIR2) DEED -.TNG -TION \\\ E MCNT To FIT ar CNKO MRECBRBEN 5 8WAL No.M11-003•IFL1 BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NORTHERLY LINE OF PARCEL 2 AS ESTABLISHED FROM FOUND MONUMENTS AS SHOWN ON THAT CERTAIN PARCEL MAP RECORDED IN BOOK 42 OF PARCEL MAPS AT PAGES 13 AND 14, TARN AS ..... NORTH 89.8710 EAST. Rt RECORD DATA PER MAP ENTITLED UAP OF THE PRIESING LANDS,RECORDED IN BOOK 7 OF MAPS, AT PAGE 23. R2 RECORD DATA PER MAP RECORDED IN BOOK 42 OF PARCEL MAPS, AT PAGES 13 AND 14. R3 RECORD DATA PER RECORD OF SURVEY, BOOK 120 OF MAPS, AT PAGE 14. R4 RECORD DATA PER MAP RECORDED IN BOOK 117 OF PARCEL TRAPS, AT PAGES 24 AND 25. RS RECORD DATA PER MAP RECORDED IN BOOK SS OF PARCEL MAPS, AT PAGE 52 (GRID DISTANCES- MULTIPLY BY 1.0000286 TO OBTAIN GROUND DISTANCES). RHE RECORD DATA PER MAP RECORDED IN BOOK 63 OF PARCELS IMPS, AT PAGES 18 AND 19. A lP0 PPP���y Z`�2l REMAINING LANDS 7829 PIR. IRI I/tw4[a•E R•1o3pOV(C) e • 9•oB'oo'(c) !!3W O L•107.88'(a LAT "A' n g Saw 49 AC 9. u FOUND MONUMENT AS NOTED lxe,00' N 14977 c • 3191 C d.97(C) 1 [ PARCEL 3 1 2 (R1) / I \ 65 PM 52 R• DpOo' Y• 49.Of Ir - L• 4xoe' PHASE 1 j; SCC SKEET ! OF4 V A W �s Z 3 R• 97poD'Ic) I I •' Som e • 9^ooBU)RO I ; L 847.2 KNf L•gLSB'ltl I / 1191.i1'ICI 1 2 sEe BerAa.'d 63 PM 18 Fpm SP1.[ Lia' un w CD9T.t.IE Of BARNER LANs :W3p'o0'e1R5) 14 LW(M) PER Ra N e9.4o'o9'CI C) 140339'(C) �erern O SET TAW B10N PIPE TAGGED RCE 53!81 O N89.3000' E (R6) la&W OM o EST DIB' REBAR VM PLASTIC CAD MARKED RCE 35981 N 89.4009' E M 156.98 m m 3/4"co,Do I.P. PER 9 FOUND MONUMENT AS NOTED O N 89.30W E 0)51 180.00' (R5) • FOUND 3H' fRON PIPE TAGGED RCE 14200 PER RS N 89.40V W E OE 188.07 M N OMOo'4i. (Y) M. N00-M..9'[(M) at • FOUND 3/B IRON PIPE TAGGED RCE 18151 PER RS O N 89.28 E om 188.50 (Re) CALCULATED PONT. HOMING SET N 89.40'08• E (M) 155.W 04 N MEASURED BEARING OR DISTANCE 4O N89.28 E ORS) 155.50 018) R RECORD BEARING OR DISTANCE N 89'4008' E M 155.44' 0.1) c CALCULATED BEARING OR DISTANCE O9 N 00'0749' E (114) 182.90 (U) SUBDIVISION BOUNDARY N00W41-W(API IV-W@q QB N 00'0041• W (C) 32427 (C) 0 N 89-4201' E (C) 230.W (C) Q N 88.3710 E (C) 230.08 (q 0 N 00.1759' W (C) 3pW (C) LOCATION MAP No acALe M 1 OPEN I.P. PER R. I3W L9 TABBED U 3333 M Rtl AaEPYED A! mITLR SWTM U. nYa a, alt., ro.as a PARCEL 4 $b R4 e e3 DEEM To oOMTT OF BUTTE 1794 M 50 a �r N 9d PARCEL 3 �$ m R4 I °fie NE A PARCEL 2 $� R4 PARCEL I R4 1 �Fp 3/4'I.q TAGGED LS SSN 1/ PIq M PY 5T l RP SPY! K. 1NL Afs'dPT® A9 Sa1TN V4 coRTfm s2CtcN st, r. 23 N., 0.11, Y.p9 0 Y. AUTUMN PARK SUBDIVISION PHASE 7 A OM90N OF PARCEL 2. AS SHOWN ON THAT CERTAIN PARCEL MAP RECORDED N BOON 42 OF PARCEL MMS, AT PAGES 13 AND 14 EDOITED N SECTIONS 31 AMD 31 TOWNSHIP 23 NORTH, RANGE 1 UST. M.D.B.& M. BUTTE COUNTY CALIFORNIA FOR EVELYN C. LIPTRAP �1 RAR RLN.• APaTCNsvw s Rous MAROI. Nam JOB N0. 99071 SHEET 2 OF 4 A.P. 47-23-138 %ROOK /S/7 TGE /on PARK N8W4Y'p-E970'ad Ne8^4Y'pt 1p 0004610 I e. I I I Y---- ATLANm1APE M NICAIT R6TPIIN9 AIGIL y e' LAMp9 - EASEMENT IN -C. TON M=A- TO TUE m , M 9TTE Me9059'm,E IC) 3oadlo D SET 1.114• IRON PIPE TAGGED RCE iJJ01 0 SET W REDAR VYRH PLASTIC CAP MARKED RCE J398t A SET BUTTE COUNTY STANDARDS CoeatWEE moNumENT 4 SET HARROW SPPM ' • POUND MONIAAENT AS NOTED RCALCULATED POINT, NOTHING SET M MEASURED SPARING OR DISTANCE R RECORD REARM OR DISTANCE c CALCULATED REARING OR DISTANCE RUL PURIM SERVICE EASEMENT LL LANDSCAPE EASEMENT.' SUBDIVISION 8OU)(DARV ...,,....... ABUM" RIGNT6 RELINQUISHED TO BUTTE COUNTY CURVE DATA 1O R- 20.07 G- 07.0007 L- 31.47 O2 R- MOD a- 44.24'55- L- 15.517 O R - 60.07 a- 74'00'32' L- 84.58 O R - 50.08 a- 602425 L- 5277 © R-820.08 a- 01.51721' L- 28.32' OB R-820.08 4- 08.8621' L-128.64' O R - 230.08 a- /0284r L - 42OR OB R - 50.00' A- 73'48N L - 64.47 O R- 50.07 a- 00'85'OP L- 52.er 10 R - 50.07 a- 54.25-W . L- 47.517 it R- 54017 A- 79'5901' L- 88.80' 1© R - 170.017 a- 10.264r L - 31.08 7J R-880.07 6- 10.489E L-155.35' 10 R - 38.00 a- 83.O83T L - 55.15' 15 R-850.07 4- 10.28'4r L-155.45 16 R-850.07 a- 10-48W L-159.73' 17 R - 200.00 &- 102942- L- 36.56 AUTUMN PARK SUBDIVISION PHASE 1 A DINSION OF PARCEL 2 AS SHOWN ON THAT CERTAIN PARCEL MAP RECORDED IN 800` 42 OF PARCEL NAPS, AT PAGES 13 AND 14 LOCATED IN SECTIONS 31 ANO 32, TOWNSHIP 23 NORTH, RANGE 1 EAST, M.D.B.& M. BUT1E COUNTY . CAUFORMA FOR EVELYN C. LIPTRAP �1 RAR Now AApF=♦ NoMS MAROC. 1999 - J01 N0. 99071 a -s -a SHEET 3 OF 6 A.P. 47-25-138 13 ooK /'�7 PRGE /o/ LOT 20 $1y�I' - I$ LOT 15 al's , LOT 8 $j ao' WmE [MEMOENCT ACM11 E MEM TO INC 1.00 K (OTo55) �`1IYI - I $ 1.00 K (cNma) q, L07 Aa (ORMSO 1$ OAT K (NET) Y I mf . M 0EY03 EOR DE anm OF'Idn I TNaawl xl aNO NELAINNAI IAN AND W7En® !9R DEpGTgp TO TME coWTY a mn K (MET) 5, 8 • I /11�:w3r,m"e(C) 1w4smm 89KNE I- aIT) Ne9°42'p 1 I N N4i 1'e � W I N0e•40Yi'e, MLIT% I N BW lT'19�E 873.0.' eoaodI • j m gl I "91m, 48Yof '7� NOW- CC E, e6.s3' i I alo.od: LOT 21 1II F ; I� LOT 16 xxi9o' i>g L0T 6 x81.9=-- -fF 1 Ia3Kmaos9) 860Ar,OE11 --- --f - --- ------ llt K.(aR05Sl O.e7 Aa(NET) 6, I.m AC Ipgam I s W'NIm NAM INE FA9EYENT Tow M SERWIO IN PEED! FOR M00N 2-r n LOT 17 00x KINET) 7 M19^ISe 0.a, 6610' is LOT 12 - 8 LOT II ,Q f I I NH!•tl'4i Y, 4Tln'-� LOT I I.m K Iom3O 0.97 K(NR) $ LOOK (9R06a) 897 AG INET) - LOOK (= $ a9)KIRZTI Lm AC. (OaOsal 9C, . �� a9e K114T�e6��� a 8 ♦ 8 %' 4 4 ��\ 8/ 9L OT LOT 2 1 g I LOOK I . LOT 18 1 a 3 LOT 13 $ LOT 10 t p 61 / a"K(NE7) Lm K 1911058) GINeT) I x O 1 Lm K Comm) 0A9 KINEn TOOK (oROS9) \ G.eSKINET) x I E 1 Nm,I7 e9 M, 321'89K N 1• m.39 F K 1 ccI NBW4Y'p'[ § I NeW42'OI"H N89.4YOiE I 1- LOT 3 a aoam' I zoaad ,mm. I.0, K (calms) dTYP.� I I d�TYP q•TW E. I ad sa IDI q' RSE 0.90 K (NHT) d a -QIP I e3 LOT 19 �$ LOT 14 $n LOT 9 8aj Ym.er 3N N - K 1og5) IAO 5 O.BTK(NETI 1 I I L00 AC. (EA0591 - a6TAIL (NET) S lm K (BN055) @I - a"AIL ("n h I 1 g 8 I I I$ LOT 4 ua Nee•4Ypt I t MaW43'd-! Ne9° 01% I I, iE LOO AIL (Gms) PARK N8W4Y'p-E970'ad Ne8^4Y'pt 1p 0004610 I e. I I I Y---- ATLANm1APE M NICAIT R6TPIIN9 AIGIL y e' LAMp9 - EASEMENT IN -C. TON M=A- TO TUE m , M 9TTE Me9059'm,E IC) 3oadlo D SET 1.114• IRON PIPE TAGGED RCE iJJ01 0 SET W REDAR VYRH PLASTIC CAP MARKED RCE J398t A SET BUTTE COUNTY STANDARDS CoeatWEE moNumENT 4 SET HARROW SPPM ' • POUND MONIAAENT AS NOTED RCALCULATED POINT, NOTHING SET M MEASURED SPARING OR DISTANCE R RECORD REARM OR DISTANCE c CALCULATED REARING OR DISTANCE RUL PURIM SERVICE EASEMENT LL LANDSCAPE EASEMENT.' SUBDIVISION 8OU)(DARV ...,,....... ABUM" RIGNT6 RELINQUISHED TO BUTTE COUNTY CURVE DATA 1O R- 20.07 G- 07.0007 L- 31.47 O2 R- MOD a- 44.24'55- L- 15.517 O R - 60.07 a- 74'00'32' L- 84.58 O R - 50.08 a- 602425 L- 5277 © R-820.08 a- 01.51721' L- 28.32' OB R-820.08 4- 08.8621' L-128.64' O R - 230.08 a- /0284r L - 42OR OB R - 50.00' A- 73'48N L - 64.47 O R- 50.07 a- 00'85'OP L- 52.er 10 R - 50.07 a- 54.25-W . L- 47.517 it R- 54017 A- 79'5901' L- 88.80' 1© R - 170.017 a- 10.264r L - 31.08 7J R-880.07 6- 10.489E L-155.35' 10 R - 38.00 a- 83.O83T L - 55.15' 15 R-850.07 4- 10.28'4r L-155.45 16 R-850.07 a- 10-48W L-159.73' 17 R - 200.00 &- 102942- L- 36.56 AUTUMN PARK SUBDIVISION PHASE 1 A DINSION OF PARCEL 2 AS SHOWN ON THAT CERTAIN PARCEL MAP RECORDED IN 800` 42 OF PARCEL NAPS, AT PAGES 13 AND 14 LOCATED IN SECTIONS 31 ANO 32, TOWNSHIP 23 NORTH, RANGE 1 EAST, M.D.B.& M. BUT1E COUNTY . CAUFORMA FOR EVELYN C. LIPTRAP �1 RAR Now AApF=♦ NoMS MAROC. 1999 - J01 N0. 99071 a -s -a SHEET 3 OF 6 A.P. 47-25-138 13 ooK /'�7 PRGE /o/ LOT 20 $1y�I' - I$ LOT 15 al's , LOT 8 $j - I NMONUMEeo'r 69a>b' 1.00 K (OTo55) �`1IYI - I $ 1.00 K (cNma) q, L07 Aa (ORMSO 1$ OAT K (NET) Y I i I ae7 AC. (NET)7 K (MET) LOT 5 a LOO K (plural • I I 89KNE I- aIT) Ne9°42'p 1 I N N4i 1'e 1 eW4 p'Y W I N0e•40Yi'e, MLIT% I N N I Tmnod La eoaodI • j m gl I "91m, 48Yof '7� NOW- CC E, e6.s3' i I LOT 21 1II F ; I� LOT 16 LOT 7 I i>g L0T 6 I- ^ 1 Ia3Kmaos9) 860Ar,OE11 I.N KICA089) -I ae7K(NET/ llt K.(aR05Sl O.e7 Aa(NET) 6, I.m AC Ipgam I e I7 Nn^D'I6�e�me W'NIm NAM INE FA9EYENT Tow M SERWIO IN PEED! FOR M00N 2-r I y g ' i MOIIIRIEMT tIC N 00x KINET) 7 M19^ISe 0.a, 6610' 01 LOT] 1 TMpO{gN It. ,Q f I I NH!•tl'4i Y, 4Tln'-� � l -E PARK N8W4Y'p-E970'ad Ne8^4Y'pt 1p 0004610 I e. I I I Y---- ATLANm1APE M NICAIT R6TPIIN9 AIGIL y e' LAMp9 - EASEMENT IN -C. TON M=A- TO TUE m , M 9TTE Me9059'm,E IC) 3oadlo D SET 1.114• IRON PIPE TAGGED RCE iJJ01 0 SET W REDAR VYRH PLASTIC CAP MARKED RCE J398t A SET BUTTE COUNTY STANDARDS CoeatWEE moNumENT 4 SET HARROW SPPM ' • POUND MONIAAENT AS NOTED RCALCULATED POINT, NOTHING SET M MEASURED SPARING OR DISTANCE R RECORD REARM OR DISTANCE c CALCULATED REARING OR DISTANCE RUL PURIM SERVICE EASEMENT LL LANDSCAPE EASEMENT.' SUBDIVISION 8OU)(DARV ...,,....... ABUM" RIGNT6 RELINQUISHED TO BUTTE COUNTY CURVE DATA 1O R- 20.07 G- 07.0007 L- 31.47 O2 R- MOD a- 44.24'55- L- 15.517 O R - 60.07 a- 74'00'32' L- 84.58 O R - 50.08 a- 602425 L- 5277 © R-820.08 a- 01.51721' L- 28.32' OB R-820.08 4- 08.8621' L-128.64' O R - 230.08 a- /0284r L - 42OR OB R - 50.00' A- 73'48N L - 64.47 O R- 50.07 a- 00'85'OP L- 52.er 10 R - 50.07 a- 54.25-W . L- 47.517 it R- 54017 A- 79'5901' L- 88.80' 1© R - 170.017 a- 10.264r L - 31.08 7J R-880.07 6- 10.489E L-155.35' 10 R - 38.00 a- 83.O83T L - 55.15' 15 R-850.07 4- 10.28'4r L-155.45 16 R-850.07 a- 10-48W L-159.73' 17 R - 200.00 &- 102942- L- 36.56 AUTUMN PARK SUBDIVISION PHASE 1 A DINSION OF PARCEL 2 AS SHOWN ON THAT CERTAIN PARCEL MAP RECORDED IN 800` 42 OF PARCEL NAPS, AT PAGES 13 AND 14 LOCATED IN SECTIONS 31 ANO 32, TOWNSHIP 23 NORTH, RANGE 1 EAST, M.D.B.& M. BUT1E COUNTY . CAUFORMA FOR EVELYN C. LIPTRAP �1 RAR Now AApF=♦ NoMS MAROC. 1999 - J01 N0. 99071 a -s -a SHEET 3 OF 6 A.P. 47-25-138 13 ooK /'�7 PRGE /o/ ee e 100 -YEAR FIDOOP 01 ELEVATWN–/ CUTOIW LIN INGWI, TYNCAL PROPoSED W, LOCATOM WITH 100' RAIRW -HF FREE SETBAOII, TYFICAL EAa LOT A . PROPOSED FIR[ HELL IDCATION .8998.91 E 6901.61 Li MIT OF AREA OF 100. TEAR P.00D WITH EXISONO COL83TIC. WELL AVM.. OFDTHS OF LE" TIN. ONE FOOT LOCATION MOTH 100 RADIOS • AIS APPEARS ON THE FEDERAL EMERGENCY LFACIOTELO ME SeTm. MANAGEMENT AOENCT FLOOD INSURANCE RATE w F BUTTE ODIIIII, M.FM.N YAPNUIIBDI Ce00TC03W C. EFFECTIVE 1 We AIN! R. IB90 L W.11'P (FEET I IBB91 S/6' RLBAR ARD RJ13TF CAP 2 190." 3/6' REW AND RAEDC uP 3 NE.n LOT 12 LOT 11 / A _ LOT I 3/8' NEAR AND PLASTIC "P RM 4 176.42 36 MILES NORTHWEST OF CNKO ALONG STATE" MY 99 N FLET WEST OF CENTERL1Ne OF STATE MG.— 99 AND / AiWROXIMATELY 4. FEET NORTH OF THE CENTERLINE OF WILSON LANDINO ROAD I 1 I 1 IRD1S9 1 1 1 • \♦♦� SLOT o To ♦♦ / 2 LOT 16� LOT 13 LOT *--I r LOT 3 LOT 19, LOT 14 LOT 9, 1 I/ LOT 4 � I I'/ I R. 9UIL0118 SE19AOt P F. LOIS 20, �\ NE. TTPIGL ' LOT IS LOT 6 Q W .j 3C Ix UO.pNO SETBACK rL.,. Nl, TYpCLL 20 �� l / c7 . Id 5d\\ ' i � LOTS I 1 I W L 0tIjQ 1 `\ 0 I cT, LOT 6 �% ro�LQT 21 _Z\� I 3I '_,_LOT 16 LOT 7_ I I I J MKRPME ZLEVATKIN"�v) IM=RIPTION/LDCATOII (FEET I IBB91 S/6' RLBAR ARD RJ13TF CAP 2 190." 3/6' REW AND RAEDC uP 3 NE.n 3 r NSAR AND PLASTI CAP ID 186.09 3/8' NEAR AND PLASTIC "P RM 4 176.42 36 MILES NORTHWEST OF CNKO ALONG STATE" MY 99 N FLET WEST OF CENTERL1Ne OF STATE MG.— 99 AND AiWROXIMATELY 4. FEET NORTH OF THE CENTERLINE OF WILSON LANDINO ROAD LT93 ARl CONC n PoST nmmD IRD1S9 NOTES:. 1. THIS ADDITIONAL MAP SHEET SHOWS ADDITIONAL INFORMATION WHICH IS FOR INFORMATIONAL PURPOSES ONLY, DESCRIBING CONDITIONS AS OF TIE DATE OF APPROVAL AND IS NOT INTENDED TO AFFECT RECORD TITLE INTEREST. 2. ALL CONSTRUCTION AND' DEVELOPMENT ON Lars 1.21 SHALL COMPLY WITH ALL PROVISIONS OF APPLICABLE CODES, STANDARDS, AND REQUIREMENTS, AND OTHER UNIFORM CODES AS ADOPTED AND UPDATED FROM TME TO TME BY THE COUNTY OF BUTTE, INCLUDING SUBDIVISION. BUILDING, MECHANICAL. ELECTRICAL; PLUMBING, FIRE. WATER, GRADING AND EXCAVATION, DESIGN, AND DEVELOPMENT REGULATIONS. 9. ALL LOT DEVELOPMEHT/PREPARATION SHALL BE SUBJECT TO THE SPECIFIC ! GRXA G AND EROSION CONTROL GUIDELINES INDICATED IN THE NORTH 1000.86 CHiCO SPECffIC PLAN. ALL DEVELOPA'F PLANS SHALL APPROVED BY THE PLANNING DIVISION AND THE DEPARTMENT OF PUBLIC WORKS FOR . COMPLIANCE WITH THE NORTH CHINA SPECIFIC PLAN PRIOR TO ANY EARTH ♦ MOVING ON-SITE. 4. THE MAXIMUM BUILDING HEIGHT ON THESE LOTS SHALL NOT EXCEED 35 FEET. S. THE MAXIMUM BUILDING COVERAGE ON THESE LOTS SHALL NOT EXCEED 159E OF THE LOT AREA B. IF, DURING ANY PHASE OF SITE DEVELOPMENT OR PROJECT CONSTRUCTION, ARCHEOLOGICAL RESOURCES OR HUMAN REMAINS ARE DISCOVERED, WORK SHALL BE IMMFDIATELY HALTED WITHIN 150 FEET OF THE FIND. THE BUTTE COUNTY DEVELOPMENT SERVICES DEPARTMENT SHALL BE NOTIFIED, AND WORK SHALL NOT BE RESUMED UNTIL THE FIND HAS BEEN EVALUATED BY A OUAUFIED PROFESSIONAL ARCKEOIAOIST AND A REPORT HAS BEEN PREPARED AND REVIEWED BY THE PLANNING DIVISION. 7. THE SHERIFFS 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 FEE AMOUNT SHALL BE DETERMINED AND CALCULATED AS OF THE DATE OF APPLICATION FOR ' BUILDING PERMIT. 9. THESE LOTS ARE SUBJECT TO THE COLLECTION OF FEES TO MITIGATE • IMPACTS TO ROADS, TRAFFIC, FILE, RECREATION, SCHOOL AND DRAINAGE FACIUTLES AS STATED IN THE NORTH CHICOCO SPECIFIC PLAN. THESE FEES SHALL BE COLLECTED AT THE TIME OF APPLICATION FOR BUILDING PERMITS ON THESE LOTS 9. CONSTRUCTION, INSTALLATION OR DEVELOPMENT OF STRUCTURES OR FACILITIES OM THE LOTS SHALL COMPLY WITH THE LATEST FIRE SAFE REGULATIONS OF BUTTE COUNTY. PUBLIC RESOURCES CODE 4290. AND ALL OTHER APPLICABLE STATE AND COUNTY CODES, ORDINANCES AND REGULATIONS IN EFFECT AT THE TIME OF APPLICATION FOR IMPROVEMENT PERMITS. 10. PROPERTY SHOWN WNTHIN THE 100 -YEAR FLOOD PWN OF KEEFER SLOUGH SWILL DEVELOP IN ACCORDANCE W9IT1 BUTTE COUNTY AND FEDERAL EMERGENCY MANAGEMENT AGENCY REGULATIONS. 11. THE LOWEST FINISH FLOOR ELEVATION FOR ANY STRUCTURE SWILL BE 1.0 FOOT ABOVE THE 10DYEAR FLOODPLAIN ELEVATION SHOWN BY CONTOURS ON THIS ADDITIONAL MAP SHEET UNLESS AND UNTO. THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE IMP FOR BUTTE COUNTY, CALIFORNI/L MAP NUMBER OW07COM C. EFFECTIVE DATE JUNE B, 1888. IS SUPERCEDED AND THE AREAS OF IMYEAR FLOOD WITHIN LOTS 9 THROUGH 21 ARE IDENTIFIED AS AREAS OUTSIDE THE SMYEAR FLOODPLAIN. AUTUMN PARK SUBDIVISION DDT,. O PHASE 1 A DIVISION OF PARCEL 2. AS SHOWN ON THAT CERTAIN PARCEL MAP RECORDED IN BOO( 42 OF PARCEL MAPS, AT PAGES 13 AND 14 LOCATED IN SECTIONS 31 AND 32. TO'MNSIOP 23 NORTH, RANGE i EAST, M.D.B.& M. BUTTE COUNTY CALIFORNIA FOR EVELYN C. UPTRAP l\ RAR ROLLS AFDO160N A BOOS MARCH, 1999 JOB NO. 99071 ®� SHEET' 4 OF 4 A.P. 47-26-135 /?r)vK /q7 ,oA'G,5 /DZ Butte County Department of Development Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile January 14, 2005 1 ADMINISTRATION * BUILDING * GIS * PLANNING Bill Peterson 13858 Cornice Court Chico, CA 95973 Care -Free Pools Bill Bell 9 Alyssum Way Chico, CA 95928 Subject: Building Permit — 04-3525 (Pool) The Butte County Department of Development Services, Planning Division, has reviewed the submitted Building Permit, and we have foundthat your property is located in the North Chico Specific Plan Area (adopted in 1995). This Plan requires that erosion control plans are required for any new construction in this area. However, the area where your property is located has very little potential for erosion. Through working with.our County Engineer, we have developed a way to meet this requirement in areas that will have a relatively small amount of soil disturbance and low potential for erosion. In order to address erosion control for the construction of your pool, please write the following on your site plan, which will be required prior to permit issuance: • If soil is excavated and placed in such a manner that sediment could be transported across the property boundary, install silt fencing, straw waddles or other appropriate erosion control measures until sufficient vegetation can be established or the excavated soil is removed from the property. Should you have any questions please feel free to call me, between the hours of 8:00 a.m. and 4:00 p.m. Monday through Friday at (530) 538-7601. Sincerely, Lana Adler Assistant Planner P.S. I have attached this wording to your plans. I know that representatives from Care -Free Pools are familiar with this process. Jan 21 05 01:34p Care Free Pools 530-342-0792 p.l 1xi BACHMAN & ASSOCIATES JAN. 20, 2005 COUNTY OF BUTTE Department of Building 7 County Center Drive Oroville, CA. 95965 Mr. Bill Peterson 13858 Cornice Court CHICO, CA 95973 APN: 047-680-022 ATTN-. Philo Hunt Dear Philo: I have talk to Bill Bell of Carefrce Pools, use 344 rebars in the bond beam, and run the alternates bars to the bond beam for this pool. I have additionally directed Bill to thoroughly wet (lie existing soil, prior to the placement of guttite by the nozzle crew. If I can be of any help please yet me know. Very • truly yours, C� ' C.W. BACHMAN RCE 16803 NEW ADDRESS #3 DANA POINT ROAD CHICO, CA. 95923 ENGINEERING SURVEYING PLANNING 0 DESIGNING 3012 The Esplanade. Chico, California 95926 Telephone: (916) 342-4136 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the ab a address andrshould be corrected. Please call for re -inspection when correction of work ' completed. If you have any questions pertaining to this matter, or need additional expl nation, please contact the Building Inspector as indicated below. `5 I 7� 1 I /�Z i /A J ,M C- � �!llL-N r / �7 < 1/ ✓ i . , / � Date J , / �� �� Inspector _A.�4 MA REV 4/05 Phone # <3 L-42 FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVIL'LE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netWds 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 the Business and Professions Code, and my license is In full force and effect. o License Class: 53 License Number: Date: `/9"_Contractor. Q—e—; � ' OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' Stale 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 to its Issuance, also requires the applicant for such permit to file a signed statement that he or she Is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9. commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than rive hundred dollars ($500).): ❑ I, as owner of the properly, 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, provided that such improvements are not intended or offered for sale. If however, the building or Improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' Stale License Law.). ❑ 'I am Exempt under Article 3 of the Business and Professions Code Date: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penally 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. 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 arner and policy number are: Carrier. 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, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: / or 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 I hereby affirm that there Is a construction lending agency for the performance of the work for which this permit Is issued (Sec 3097 Clv.) Name: Address: PERMIT NO. BP043525 Issued Date: 01/26/2005 APN: 047-680-002-000 Site Address: 13858 COMICE CT CHI Map Index: Description: POOL MASTER 01-502 Owner: MESSINA JOHN J & CANDACE G 13858 COMICE CT CHICO, CA 95973-9295 Applicant: CARE -FREE POOLS 9 ALYSSOM WAY CHICO, CA 95927 (530) 342-4639 Contractor: CARE -FREE POOLS 9 ALYSSOM WAY CHICO, CA 95927 (530) 342-4639 License #: 380826 Architect: Engineer: Total Square Ft: 0 S. F. Valuation: $0.00 Census Code: ae, F '1161-1, Z/R This puril.4 ts'rharaby sued under the applicahie provisions of the Bufle Gounry Ghon enNOr Resolutions to do work Indica(ed above for whlch?ees have been paid- - .,^ By: PERMIT EXPIRES ON: ❑ 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. Cl 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 Coun enter/upon the above mentioned property for Inspection purpo L-0 (( G C. Signature:V Print Name: �GDate: U Owner onlraclor 0 Agent for Owner ❑ Agent for Contractor . f e' NOTES . % RESIDENTIAL. = PERMIT NO. — 047-680-002 04-3525 PETERSON, BILL 'i,41.3858 COMICE CTN, CHfCO Cont: CARE FREE POOLS .`� NEW POOL MSTR#502-01 1 V I 3 J SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS N SUB-STANDARD HOUSING LETTER -2 JOB FINALED (Date) 62 - v Signature AZ 4 1 J=OK 0 = Not OK . = Not Ready NotAppliwb1e 1. MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements Wood Awn.; Posts- Beams-Rftrs-Connectors Shthg-Frg-Bracing 2. Soils; Special MH Support Sketch t 6. 3. Sewer; Location -Test -Fall -C/O -Concrete Electric 4. Water; Location -Test -Easement Needed (Sketch) 9. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Roof; Shthg-Roofing 6. Gas; Location -Test -Wrap;-/ P' L 'ft. / P Nat. or / P' L "ft./ P LPG - 12. 7. Well Clearance & Disconnect Date', 8. Utility Clearance Card B-1 Date Card B-1 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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements M 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 t 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings - 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PO (Plans) OK except #'s cks-Easements ils; Compaction -Structure Stability . 'Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec�Pool Lighting; 15 Volts-GFI 6. c.; Enclosures; Conduit Entries -Terminals -Listed . Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. alth Department Approval _ lyirfb.; Cir. Test -Water Supply Test j j ight Niche _)(J2. Enclosure; Fencing -Alarms Date', Card 13-1' _ Date Card B-1 Date' `^ Card B-1 Date Card B-1 r, J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -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 FRAMING (Continued) Card B-1 Date Card B-1 Date Hangers -Post Caps -Anchors -Connectors Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 20. Shower Pan; Test, First Floor -Tub Access Garage Fire Protection Framing -RC Channel 21. Test Tub & Shower, Second Floor -Tub Access 53. 22. Gas Pipe; Sixe & Anchors 54. 23. Fire Sprinkler; Test ' 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection Date Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Card B-1 Date Card B-1 Date Siding -Nailing Veneer Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Date 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Date 30. Subfeed Wire Size/ ' /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al Date 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes O No 64. 32. Service -Riser Conductors & Ground Main Disconnect 65. 33. Equip. Clearances Panels-Motors-Mech. Equip. 66. 34. Clothes Closet Light -Shower Light -Spa Light 67. 35. Smoke Detector 68. G.F.I. & Bath Fixtures & Tub Access -Spa Date Elec. Trim & Subpanel, Breaker Sizes & Labels Card B-1 Date Card B-1 Date Stairs & Rails Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date 77. Card B-1 Date Card B-1 Date 78. Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Elec. Receptacles in Garage (F.F.I.)-Romex Protection 41. Sills Proper Materials & Anchors Insulation -Foam -Looked in Attic 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound Guard Rails & Deck Construction -Post Caps 43. Bearing Walls over Girders & Floor Nailing Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 44. Draft Stop in Walls (rat proof) Clearance Looked under Floor 0 Yes 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes _ 83. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: CERTIFICATE'OF COMPLIANCE: RESIDENTIAL - Page 1 CF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Messina Date..06/12/00 15:22:35 Project Address........ Comice Court ******* ---=-- -- -r? / g Chico, California *v5.10*'� Documentation Author... Jim Peterson ******* Bu' ir3gn'Y-co ft # Northstar Engineering 20 Declaration Drive Plan Check / Date Chico, CA 95973 530-893-1600 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.10 File -7035 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2089 User-Northstar Engineering Run-Messina -------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Conditioned Floor Area..... 3195 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation, Front Facing 215 deg (SW) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Slab On Grade Glazing Percentage......... 16.6 0 of floor area Average Glazing U -value.... 0.51 Btu/hr-sf-F Average Glazing SHGC....... 0.65 Average Ceiling Height..... 9.3 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -value Location/Comments ------------------------------------------------- ------------------------ Wall Wood R-17.8 R-0 R-17.8 0.065 Roof Wood R-11 R-27 R-38 0.025 Attic FENESTRATION tI ------------ Over- Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins -------------------- ----- ------ ----------------------------------- ----- Window Front (SW) 6.0 0.500 0.650 Standard Standard None Window Front (SW) 18.0 0.500 0.650 Standard Standard None Window Front (SW) 18.0 0.500 0.650 Standard Standard None Window Front (SW) 18.0 0.500 0.650 Standard Standard None Window Front (SW) 6.0 0.500 0.670 Standard Standard None Door Front (SW) 20.0 0.600 0.730 Standard Standard None Window Front (SW) 6.0 0.500 0.670 Standard St d None Window Front (W) 18.0 0.500 0.650 Standard Sta (4 UNIINone Window Front (SW) 18.0 0.500 0.650 Standard yw+ None Window Right (S) 18.0 0.500 0.650 Standard Window Left (NW) 20.0 0.500 0.650 Standard None Window Left (NW) 4.0 0.500 0.650 Standard MMOVEMone i CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... Messina Date..06 12 00. 15 22 35 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.10 File -7035 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2089 User-Northstar Engineering Run-Messina ---------------------------------------------------------------------=--------- FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins -------------------- Window Left (NW) ----- ------ 20.0 ------ 0.500 0.650 --------------- Standard -------------- Standard ----- None Door Left (NW) 20.0 0.500 0.650 Standard Standard None Window Left (N) 30.0 0.500 0.650 Standard Standard None Window Back (NE) 18.0 0.500 0.650 Standard Standard None Window Back (NE) 18.0 0.500 0.650 Standard Standard None Window Back -(E) 30.0 0.500 0.650 Standard Standard None Window Back (NE) 18.0 0.500 0.650 Standard Standard None Window Back (E) 18.0 0.500 0.650 Standard Standard None Window Back (NE) 18.0 0.500 0.650 Standard Standard None Window Back (NE) 18.0 0.500 0.650 Standard Standard None Window Back (NE) 18:0 0.500 0.650 Standard Standard None Window Left (N) 12.0 0.500 0.650 Standard Standard None Window Back (NE) 18.0 0.500 0.650 Standard Standard None Window Back (E) 12.0 0.500 0.650 Standard Standard None Window Back (NE) 15.0 0.500 0.650 Standard Standard None Window Right (SE) 4.0 0.500 0.650 Standard Standard None Window Right (SE) 6.0 0.500 0.650 Standard Standard None Window Right (SE) 20.0 0.500 0.650 Standard Standard None Window Right (SE) 18.0 0.500 0.650 Standard Standard None. Door Right (SE) 20.0 0.500 0.650 Standard Standard None Skylight Horz 9.0 0.670 0.730 None None None SLAB SURFACES ------------- Area Slab Type ---------------- (sf) ------ Standard Slab 2204 Standard Slab 991 HVAC SYSTEMS Minimum ------------ Duct Duct Tested Duct ACOA Thermostat Equipment ---------------- Type Efficiency ------------ Location ------------ R -value ------- Leakage Manual ------------------ D Type Furnace 0.900 AFUE Attic R-4.2 No No ------- Setback ACSplit 12.00 SEER Attic R-4.2 No No Setback Furnace 0.900 AFUE Attic R-4.2 No No Setback ACSplit 12.00 SEER Attic R-4.2 No No Setback ROVED i CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... Messina Dat e..06/12/00 15:22:35 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.10 File -7035 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2089 User-Northstar Engineering Run-Messina --------------------------=---------------------------------------------------- WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- Storage Gas Standard 1 0.610 50 R- n/a REMARKS TE CVMW WL a° G DEPASST FN4 T CERTIFICATE OF ------------------------------------------------------------------------------- COMPLIANCE: RESIDENTIAL Page 4 CF -1R ------------------------------------------------------------------------------- Project Title.......... Messina ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Date..06/12/00 15:22:35 MICROPAS5 v5.10 File -7035 Wth-CTZ11S92 .Program -FORM CF -1R User#-MP2089 User-Northstar Engineering Run -Messina COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... JIM PETERSON Company. NORTHSTAR ENGINEERING Address. 20 DECLARATION DRIVE CHICO, CALIFORNIA Phone... (530) 893-1600 License. Signed.. 0/ _cO (date) ENFORCEMENT AGENCY Name .... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... Jim Peterson Company. Northstar Engineering Address. 20 Declaration Drive Chico, CA 95973 Phone... 530-893-1600 Signed.. - (date) 'Vil-TE C ou`0 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Messina Date..06/12/00 15:22:35 Project Address........ Comice Court ******* --------------------- Chico, California *v5.10* Documentation Author... Jim Peterson ******* Building Permit # Northstar Engineering 20 Declaration Drive Plan Check / Date Chico, CA 95973 530-893-1600 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- MICROPAS5 v5.10 File -7035 Wth-CTZ11S92 Program -FORM MF -1R User#-MP2089 User-Northstar Engineering Run-Messina ------------------------------------------------------------------------------- Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints ✓ and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas and Gas Logs 1. Masonry and factory -built fireplaces have: comply with (py �p s�;�L i.+1L�f 07 Appliances AePROVED MANDATORY. MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Messina ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Date..06/12/00 15:22:35 MICROPAS5 v5.10 File -7035 Wth-CTZ11S92 Program -FORM MF -1R User#-MP2089 User-Northstar Engineering Run -Messina a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of .less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. f *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in Sec. 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. MUM, I V 2. System is installed with: ikflTE a. At least. 36 inches of pipe between filter and....heater ..� ',y_qo QNG DEPARNEN' for future solar heating. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.......:.. Messina Date..06 12 00 15:22:35 --------------------------------------------------------------- MICROPAS5 v5.10 File -7035 Wth-CTZ11S92 Program -FORM MF -1R User#-MP2089 User-Northstar Engineering Run -Messina ------------------------------------------------------------------------------- b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation ✓ pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES ----------------- Design- Enforce- er ment 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must either have at least one luminaire.with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. c1i;1iTT,F ccs� k� V EPA TEN r i COMPUTER METHOD SUMMARY Page 1 C -2R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Messina Date..06/12/00 15:22:35 Project Address........ Comice Court ******* --------------------- Chico, California *v5.10* Documentation Author... Jim Peterson ******* Building Permit # .Northstar Engineering 20 Declaration Drive Plan Check / Date Chico, CA 95973 530-893-1600 Field Check/ Date Climate Zone........... 11 -------------- ------ Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.10 File -7035 Wth-CTZ11S92 Program -FORM C -2R User#-MP2089 User-Northstar Engineering Run-Messina ------------------------------------------------------------------------------- ---------------------------- ---------------------------- MICROPAS5 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) ---------------------------------- Design Design ---------- Margin = ---------- - = Space Heating.......... 12.35 8.45 3.90 = = Space Cooling.......... 11.00 11.36 -0.36 = = Water Heating.......... 8.92 7.73 1.19 = = Total 32.27 27.54 4.73 = _ *** Building complies ----------------------------------------------------------------- ----------------------------------------------------------------- with Computer Performance GENERAL INFORMATION Conditioned Floor Area..... 3195 sf Building Type .............. Single Family Detached Construction Type New Building Front Orientation.- Front Facing 215 deg (SW) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... FullYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... Slab On Grade 2 29564 cf 3195 sf 16.6 % of floor area 0.51 Btu/hr-sf-F 0.65 9.3 ft 1 �x � , F 4'a ''LC% � r. h,.-: .. �._ .. i.. .'•�__ �_7S9 k..�f �� COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... Messina Date..06/12/00 15:22:35 ---------------- MICROPASS v5.10 File -7035 Wth-CTZ11S92 Program -FORM C -2R I User#-MP2089 User-Northstar Engineering Run-Messina ------------------------------------------------------------------------------- BUILDING ZONE INFORMATION OPAQUE SURFACES Floor Area # of Insul Act Vent Vent Air Location/ Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type -------------- (sf) ----- (cf) ------- Units ----- itioned ------- Type ----------- (ft) ----- (sf) -------- Credit --------- LIVING Wall 385 0.065 17.8 215 90 Yes W.19.2X6.16 Residence 2204 21306 1.00 Yes Setback 2.0 Standard No SLEEPING 8 Wall 45 0.065 17.8 35 90 Residence 991 8258 0.00 Yes Setback .2.0 Standard No OPAQUE SURFACES SCC Pippm)VE[) Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments -------------- LIVING ------ ----- ----- --- ---- ----- ------------ ---------------- 1 Wall 385 0.065 17.8 215 90 Yes W.19.2X6.16 7 Wall 354 0.065 17.8 305 90 Yes W.19.2X6.16 8 Wall 45 0.065 17.8 35 90 Yes W.19.2X6.16 9 Wall 45 0.065 17.8 350 90 Yes W.19.2X6.16 10 Wall 63 0.065 17.8 35 90 Yes W.19.2X6.16 11 Wall 45 0.065 17.8 80 90 Yes W.19.2X6.16 12 Wall 18 0.06517.8 35 90 Yes W.19.2X6.16 13 Wall 20 0.065 17.8 80 90 Yes W.19.2X6.16 14 Wall 153 0.065 17.8 35 90 Yes W.19.2X6.16 20 Wall 79 0.065 17.8 125 90 Yes W.19.2X6.16 21 Roof 2195 0.025 38 n/a 0 Yes R.38.2X4.24 Attic SLEEPING 2 Wall 28 0.065 17.8 260 90 Yes W.19.2X6.16 3 Wall 28 0.065 17.8 215 90 Yes W.19.2X6.16 4 Wall 28 0.065 17.8 170 90 Yes W.19.2X6.16 5 Wall 82 0.065 17.8 215 90 Yes W.19.2X6.16 6 Wall 76 0.065 17.8 305 90 Yes W.19.2X6.16 15 Wall 20 0.065 17.8 350 90 Yes W.19.2X6.16 16 Wall 36 0.065 17.8 35 90 Yes W.19.2X6.16 17 Wall 20 0.065 17.8 80 90 Yes W.19.2X6.16 18 Wall 25 0.065 17.8 35 90 Yes W.19.2X6.16 19 Wall 432 0.065 17.8 125 90 Yes W.19.2X6.16 22 Roof 991 0.025 38 n/a 0 Yes R.38.2X4.24 Attic SCC Pippm)VE[) COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... Messina Date..06 12 00 15:22:35 ------------------------------------------------------------- MICROPAS5 v5.10 File -7035 Wth-CTZ11S92 Program -FORM C -2R User#-MP2089 User-Northstar Engineering Run-Messina ------------------------------------------------------------------------------- Orientation LIVING 1 Window 2 Window 3 Window 4 Window 5 Window 6 Door 7 Window 12 Window 13 Window 14 Door 15 Window 16 Window 17 Window 18 Window 19 Window 20 Window 21 Window 22 Window 23 Window 31 Window 32 Door 33 Skylight SLEEPING 8 Window 9 Window 10 Window 11 Window 24 Window 25 Window 26 Window 27 Window 28 Window 29 Window 30 Window FENESTRATION SURFACES --------------------- Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC Front (SW) 6.0 0.500 0.650 215 90 Standard/0.76 Front (SW) 18.0 0.500 0.650 215 90 Standard/0.76 Front (SW) 18.0 0.500 0.650 215 90 Standard/0.76 Front (SW) 18.0 0.500 0.650 215 90 Standard/0.76 Front (SW) 6.0 0.500 0.670 215 90 Standard/0.76 Front (SW) 20.0 0.600 0.730 215 90 Standard/0.76 Front (SW) 6.0 0.500 0.670 215 90 Standard/0.76 Left (NW) 4.0 0.500 0.650 305 90 Standard/0.76 Left (NW) 20.0 0.500 0.650 305 90 Standard/0.76 Left (NW) 20.0 0.500 0.650 305 90 Standard/0.76 Left (N) 30.0 0.500 0.650 350 90 Standard/0.76 Back (NE) 18.0 0.500 0.650 35 90 Standard/0.76 Back (NE) 18.0 0.500 0.650 35 90 Standard/0.76 Back (E) 30.0 0.500 0.650 80 90 Standard/0.16 Back (NE) 18.0 0.500 0.650 35 90 Standard/0.76 Back (E) 18.0 0.500 0.650 80 90 Standard/0.76 Back (NE) 18.0 0.500 0.650 35 90 Standard/0.76 Back (NE) 18.0 0.500 0.650 35 90 Standard/0.76 Back (NE) 18.0 0.500 0.650 35 90 Standard/0.76 Right (SE) 18.0 0.500 0.650 125 90 Standard/0.76 Right (SE) 20.0 0.500 0.650 125 90 Standard/0.76 Horz 9.0 0.670 0.730 215 0 None/1 Front (W) 18.0 0.500 0.650 260 90 Standard/0.76 Front (SW) 18.0 0.500 0.650 215 90 Standard/0.76 Right (S) 18.0 0.500 0.650 170 90 Standard/0.76 Left (NW) 20.0 0.500 0.650 305 90 Standard/0.76 Left (N) 12.0 0.500 0.650 350 90 Standard/0.76 Back (NE) 18.0 0.500 0.650 35 90 Standard/0.76 Back (E) 12.0 0.500 0.650 80 90 Standard/0.76 Back (NE) 15.0 0.500 0.650 35 90 Standard/0.76 Right (SE) 4.0 0.500 0.650 125 90 Standard/0.76 Right (SE) 6.0 0.500 0.650 125 90 Standard/0.76 Right (SE) 20.0 0.500 0.650 125 90 Standard/0.76 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 None/1 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 �144U NNG QEPARTME , P O'VL#En COMPUTER METHOD SUMMARY Page 4 C -2R ---------------------------------------------------------------------=--------- ------------------------------------------------------------------------------- Project Title.......... Messina Date..06/12/00 15:22:35 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.10 File -7035 Wth-CTZ11S92 Program -FORM C -2R User#-MP2089 User-Northstar Engineering Run-Messina ------------------------------------------------------------------------------- 'SLAB SURFACES ------------- Area Slab Type (sf) LIVING Standard Slab 2204 SLEEPING Standard Slab 991 HVAC SYSTEMS WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- 1 Storage Gas Standard 1 0.610 50 R- n/a REMARKS e _IVIT )J Minimum Duct Duct Tested Duct ACOA Duct System Type ---------------- Efficiency ------------ Location ------------- R -value ------- Leakage --------- Manual D --------- Eff ------- LIVING Furnace 0.900 AFUE Attic R-4.2 No No 0.737 ACSplit 12.00 SEER Attic R-4.2 No No 0.645 SLEEPING Furnace 0.900 AFUE Attic R-4.2 No No 0.737 ACSplit 12.00 SEER Attic R-4.2 No No 0.645 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- 1 Storage Gas Standard 1 0.610 50 R- n/a REMARKS e _IVIT )J NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95973 (530) 893-1600 FAX (530) 893-2113 STRUCTURAL CALCULATIONS PROJECT i I !✓�S r\I �' 2�j;�I G 'moi JOB NO. % '3 LOCATION I Z0_7 �-J I Q D G L� �✓i 2 i i - DATE CODES: Uniform Building Code, 1994 Edition P_1SC, Manual of Steel Construction, 9th Edition ACI, Manual of Concrete Practice, 1988 Edition AITC, Timber .Construction Manual MATERIALS: Concrete: f'c = 2500 psi @ 28 Days Masonry: f'm = 1500 psi Mortar: f'c = 1800 psi,. Type "S" Grout: f'c = 2500 psi @ 28 days �pFESSlON Steel Reinforcing: A-615 Grade 40 for 71T4 and smaller A-615 Grade 60 for n5 and larger M. R�Ch<c F'L tructural Steel : AST'M A-36 .Leel Pipe: ASTM P_53 Grade B teel Tubing:-ASTM A500 Grade A or B 'Lachine Bolts, Anchor Bolts: ASTM A307..Grade A ^Pod Connectors: Simpson Strong-Tie or equal. ood: Struct Lt Framing, Joists & Planks: D. F. 7#2 CIVIL Q Beams & Stringers, Posts & Timbers: D.F. ul glF�F CAI�FOQ' Plywood: A. P.?�. Rated Sheathing, Grade CD, UBC Std 25-9 OR OSB of equal or greater allowable stress Glue-Lam Timber:. PNSI/AITC A190.1-1992 Simple Spans: 24F-V4 Combination Cantilevers: 24F-V8 Combination LOADS: Roof Live Load: I(p psf Floor Live Load: psf Seismic Zone Wind Speed: % mph Exposure: Method 2 used unless otherwise noted. Allowable Soil Bearing IGS - psf ARE SPECIAL INSPECTIONS REQUIRED ? \I7 GENERAL: Any structural or non-structural items that are not SAVE specifically addressed in the following calculations and or details are designed by others and are not the r K respi'le onsibility of NorthStar Engineering. Verification L �,�/C )Vy O� tSO1 conditions at tf!? p (� Pl i Slit Lo G=Le`l-[ti-.i� p the expansion index or bearing capacity is by others. �rIV �� Page 1 of 30'�+;_�'59. �MBUIRAyIE ertj s e �vata U NOT Ctj �� ,t�/�T f ,tIG �R,THeK N ANG �'� 7// zicP-o /->- it NorthStar BY: JMR ENGINEERING 6/8/00 JOB NO: 7035 PG. 2 OF PARTIAL LATERAL DESIGN FOR SINGLE FAMILY RESIDENCE BASED ON THE 1997 UNIFORM BUILDING CODE. GRAVITY LOADS: ROOF: COMPOSITION SHINGLES 1/2" OSB OR PLYWOOD FRAMING R-30 INSULATION (OPTIONAL) 5/8" GYPSUM WALLBOARD MISCELLANEOUS LATERAL LOADS: 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 3.0 PSF 1.5 PSF 3.0 PSF 2.0 PSF 3.2 PSF 1.3 PSF DEAD LOAD 14.0 PSF LIVE LOAD 16.0 PSF TOTAL LOAD 30.0 PSF SEISMIC: 2.5 *.36 * W = 0.200 W FOR LIGHT FRAMED 4.5 SHEARWALLS v WHERE R = 4.5 FOR WOOD STRUCTURAL PANELS SOIL PROFILE = Sd FOR STIFF SOIL PROFILE Ca =.36 PER UBC TABLE 16 - Q r -max = (V / 2) * 10 / (Iw * V) = 5 / Iw = 5 /18'= 0.278 p = 2 - 20 / (r -max * (Ab)10.5) = 2 - 207 (r -max * 3195^0.5) = 0.73 P = 1.00 E = p * VW 0.200 W (PER UBC EQ. 30-1) NET FORCE = 0.200 W / 1.4 = 0.143 W WIND: EXPOSURE = B METHOD 2 WIND SPEED = 75 MPH l Cq , 1.3 DESIGN qs 14.5 PSF PRESSURE Ce 0 - 15' = 0.62 Cq*qs*Ce = 0.0117 KSF 15'- 20' = 0.67 = 0.0126 KSF 20'- 25' = 0.72 = 0.0136 KSF 25'- 30' = 0.76 = 0.0143 KSF 30'- 40' = 0.84 - = 0.0158 KSF- General Notes: 1. The engineer is responsible for the structural items as noted in the following calculations. Should any changes be made to the design as detailed in these calculations without written approval from the engineer then the engineer assumes no responsibility for the entire structure or portions thereof. 2. All water proofing and flashing (roofs, foundations, retaining walls, decks, garage floors, etc.) is the responsibility of the contractor or owner. 3. These calculations are based on a completed structure. Should an unfinished structure be subject to loads then the engineer shall be contacted for an interim design or if not, will assume no responsibility. 4. Building sites are assumed to be drained and free of clay or expansive soil. Any other conditions must be brought to the attention of the engineer. 5. These calculations assume stable, undisturbed soils, and level stepped footings. Any other conditions encountered must be brought to the attention of the engineer. 6. All footings shall bear on undisturbed soil with a footing depth below frost line (per local requirements). , t BY: M M DATE: JOB NO: 70 -3 - PAGE OF 7 HorthStar ENGINEERING Civil Enoineers•Planners •Surveyors 20 DECLARA1ION DRIVE CHICO. CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 r ;� �\ nae, �. F LILY RSM - ---�.uo-ee•w - -� -- - — — — NOOKrh4emc . —otm- BEDROOM M vl � u. I 3 r... •e . i O • t n - e, i-. - -TI g�__._---. I _ �, li•6I°T 3 CIO inoltn �I 1/4 C it 10 A. -L- 'r, . u a•u V mVr ,a-vt 1 A� P ,/o 6 • 1/° WCOua! Y,:1N y LMa. � Gam, BEOPOOt 3 ,aatt 3/4 O TR GzARAGE tt•sc wnaw .• . y .'e_ tV• t/O o,+t .wt w,r9 Pra � u ,t,s num • hd,.t to Yt,tl ..no. I A I — 1 •� �#M.—. ,� � 1 u/ a/•• n,i. •r 4TV. �? e 1/•1r 1/r YP-V. -1..- I J 4ttl i JJ �® =�� `® FLOOR PLAN �� •' e,�, wart ,mK m Pr. ats ecus. . e- � vunwr, TW'K MM •469. By: MEM Date: 6/8/00 Job No. 7035 Page . - of PARTIAL LATERAL DESIGN NorthStar ENGINEERING LINE: 5 COMPLIES WITH U.B.C. SECTION 2320, THEREFORE NO ANALYSIS REQUIRED SHEAR WALL LINE 1: INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. L1 I,Lsw1 I, L2 . - I,Lsw2 I, L3 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-89.3-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L4 I, Lsw4I, L5 I,Lsw5 I, L6 L1 = 5 FT Lsw1 = 7.5 FT® L2 = 22.83 FT Lsw2 = 0 FT L3 = 0 FT Lsw3 = 0 FT L4 = 0 FT Lsw4 = 0 FT L5 = 0 FT Lsw5 = 0 FT L6 = 0 FT TOTAL LENGTH OF WALL (L) = 35.33 FT SHORTEST LENGTH OF SHEAR WALL = 7.5 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K " W = 2.23 K LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 2.94 K LATERAL FORCE THAT GOVERNS (V) = 2.94 K WIND GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.143 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) _ _ 724 FT DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 68 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 0 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 10 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.016 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF . TRIG. WEIGHT OF SHEAR WALL (W) = AREAs " DL + (Hwall Y 2) " (Lwext * Dlwext + Lwint * DLwint) W = 15.576 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 233 FT^2 WIND PRESSURE (P) = 0.0126 KSF By: MEM NorthStar 20 DECLARATION DRIVE Date: 6/8/00 ENGINEERING CHICO, CALIFORNIA 95973 Job No. 7035 530-893-1600 Page j of FAX 530-893-2113 LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) IV= 0.391 KIL UPLIFT FORCE (Fuplift) = v * Hwall = 3.91 K DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (4'* Lsw1 ! 2 * DL + Lsw / 2 * Hwall * Dlwext) Fdwn = 0.54 K NET UPLIFT FORCE = Fuplift - Fdwn = 3.37 K HOLDOWN REQUIRED DRAG_STRUT FORCE DSF1 = (V / L) * L1 = 0.42 K DSF2=v*Lsw1-(V/L)*(Ll +Lsw1)= 1.90 K DSF3 = v * Lsw1 - (V / L) * (L1 + Lsw1 + 1-2) = 0.00 K DSF4 ='v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 0.00 K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + 1-3) __ 0.00 K DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0.00 K DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K DSF10 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4.+ Lsw5) - (V ! L) * (L1 + Lsw1 + L2 +.Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 1.90 K MIN. DRAG STRUT FORCE = 0.00 K USE. SHEAR WALL NO. 3�r PHD2-SDS3 HOLDOWN ON 2-'2X WITH SSTB20 A.B. r'iSTA 3 �o O I Z -lo - 10A ) Tan PL. SPL.IGE By: MEM NbrthStar Date: ENGINEERING Job No.o.6/8/00770335 8.5 FT Page ( of 12 FT SHEAR WALL LINE 2: 11 FT INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. 20 DECLARATION DRIVE CRICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L1 = 19.92 FT Lsw1 = 6 FTf L2 = 8.5 FT Lsw2 = 12 FT L3 = 11 FT Lsw3 = 0 FT L4 = 0 FT Lsw4 = 0 FT L5 = 0 FT Lsw5 = 0 FT L6 = 0 FT 34.104 K 444 FT^2 WIND PRESSURE (P) = TOTAL LENGTH OF WALL (L) = 57.42 FT SHORTEST LENGTH OF SHEAR WALL = 6 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 4.88 K LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 5.59 K LATERAL FORCE THAT GOVERNS (V) = 5.59 K WIND GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.143 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 1436 FT DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 100 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 120 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 10 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.016 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF TRIG. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 23 * (Lwext * Dlwext + Lwint * DLwint) W = TRIBUTARY WALL AREA FOR WIND (AREAw) = 34.104 K 444 FT^2 WIND PRESSURE (P) = 0.0126 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) IV= 0.311 KLF UPLIFT FORCE (Fuplift) = v * Hwall = 3.11 K DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (4'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext) By: MEM Date: 6/8/00 Job No. 7035 Page 7 of Fdwn = 0.43 K NorthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 NET UPLIFT FORCE = Fuplift - Fdwn = 2.68 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V/ L) * L1 = 1.94 K DSF2=v*Lsw1-(V/L)*(Ll +Lsw1)= -0.66K DSF3 = v * Lsw1 - (V / L) * (L1 + Lsw1 + 1-2) _ -1.49 K DSF4 =.v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 1.07 K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + 1-3) = 0.00 K DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / Q (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0.00 K DSF7 = v * (Lsw1. + Lsw2 + Lsw3) - (V / Q ' (L1 + Lsw1 + L2 + Lsw2 + L3 + L'sw3 + L4) = 0.00 K DSF8 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / Q * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K DSF10 = v ` (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / Q * (L1 + Lswt + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 1.94 K MIN. DRAG STRUT.FORCE _ -1.49 K USE: SHEAR WALL NO. 2 D PHD2-SDS3 HOLDOWN ON 2- 2X WITH SSTB20 A.B. r1,�,TA�90 L -j 11, 1rOP FL, SF L IC �� By: MEM Date: 6/8/00 Job No. 7035 Page S of I. SHEAR WALL LINE 3: INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. L1 I,Lsw1 I, L2 NorthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L3 LLsw3 L L4 L Lsw4, L5 1,Lsw5 1. L6 L1 = 2 FT Lsw1 = 8 FTe L2 = 15.5 FT Lsw2 = 0 FT L3 = 0 FT Lsw3 = 0 FT L4 = 0 FT Lsw4 = 0 FT L5 = 0 FT Lsw5 = 0 FT L6 = 0 FT TOTAL LENGTH OF WALL (L) = 25.5 FT SHORTEST LENGTH OF SHEAR WALL = 8 FT LATERAL SEISMIC FORCE ON WALL (Vs) = KW = 1.77 K LATERAL WIND. FORCE ON WALL (Vw) = AREAw * P 2.94 K LATERAL FORCE THAT GOVERNS (V) = 2.94 K WIND GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.143 . TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 574 FT. DEAD. LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 42 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 20 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 10 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.016 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF TRIG. WEIGHT OF SHEAR WALL (W) = AREAs " DL + (Hwall,/ 2) ' (Lwext' Dlwext + Lwint ' DLwint) W = 12.396 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 233 FT^2 WIND PRESSURE (P) = 0.0126 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) V= 0.367 KLF UPLIFT FORCE (Fuplift) = v " Hwall = 3.67 K DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 ' (4'* Lsw1 / 2 ' DL + Lsw / 2 ' Hwall " Dlwext) By: MEM Date: 6/8/00 Job No. 7035 Page 9 . of Fdwn = 0.58 K NorthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 NET UPLIFT FORCE = 11 11 Fuplift . 3.09 K HOEDOWN REQUIRED DRAG S_TRUT FOR DSF1 = (V / L) * L1 = DSF2 = v * Lsw1 - (V / L) * (L1 + Lsw1) = 0.23 K DSF3 = v * Lsw1 - (V / L) *'(1-1 + Lsw1 + L2) = 1.78 K DSF4 =,v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 0.00 K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3) = 0.00 K DSF6 = v ' (Lsw1 + Lsw2 + LSw3) - (V / L 0.00 K ' (L1 + Lsw1 + L2 +Lsw2 + L3 +Lsw3) _ DSF7 = v ' (Lsw1 + Lsw2 + Lsw3) - (V / Q ' (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 = v ' (Lsw1 + Lsw2 + Lsw3 + LSw4) - (V / L 0.00 K DSF8 = ) ' (L1 + Lsw1 + L2 +Lsw2 + L3 +Lsw3 + L4 + Lsw4 0.00 K ) DSF9 = v ' (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) ' (L1 + Lsw1 + L2 + Lsw2 + DSF9 = 0.00 K L3 +Lsw3 + L4 +Lsw4 + L5) DSF10 = v ' (Lswi + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) " (L1 + Lsw1 + L2 +Lsw2 + L3 +Lsw3 + L4 +Lsw4 + DSF10 = 0.00 K L5 + Lsw5) MAX. DRAG STRUT FORCE = 1.78 K MIN. DRAG STRUT FORCE = 0.00 K USE: SHEAR WALL NO. 2 PHD2-SDS3 HOLDOWN ON 2- 2X WITH SSTB20 A.B. r �T� 3 ►� 2 10J I ZA F -FO Tap r' By: MEM NorthStar 20 DECLARATION DRIVE Date: 6/8/00 Job No. 7035 ENGINEERING CHICO, CALIFORNIA 95973 Page p of 530-893-1600 FAX 530-893-2113 SHEAR WALL LINE 4• INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. L1 L Lsw1 t L2 sw2 1, L3 [,Lsw3 1, L4 L1 = 5.67 FT Lsw1 = 8 FT® L2 = 12.5 FT Lsw2 = 11.5 FT L3 = 26 FT Lsw3 = 0 FT L4 = 0 FT Lsw4 = 0 FT L5 = 0 FT Lsw5 = 0 FT L6 = 0 FT 10 FT DEAD LOAD OF WALLS INTERIOR (Dlwext) = TOTAL LENGTH OF WALL (L) = TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall t2) * 63.67 FT SHORTEST LENGTH OF SHEAR WALL = 8 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = INDICATES SHEAR WALL PANEL SECTION, TYP. 5.98 K L5 7.71 K 5 � L6 LATERAL FORCE THAT GOVERNS (V) = 7.71 K WIND GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 0.143 1943 FT DEAD LOAD OF DIAPHRAGM (DL) = LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 0.014 KSF LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 70 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 180 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 10 FT DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.016 KSF TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall t2) * 0.01 KSF (Lwext * Dlwext + Lwint * DLwint) W = TRIBUTARY WALL AREA FOR WIND (AREAw) = 41.802 K ^2 WIND PRESSURE (P) = 612 FT 0.0126 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) I V = 0.395 KLF UPLIFT FORCE (Fuplift) = v *.'Hwall = 3.95 K . DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (2.5'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwint) NorthStar By: MEM 20 DECLARATION DRIVE Date: 6/8/00 ENGINEERING CHICO, CALIFORNIA 95973 Job -No. 7035 530-893-1600 Page of FAX 530-893-2113 Fdwn = 0.36 K NET UPLIFT FORCE = Fuplift - Fdwn = 3.59 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V / L) * L1 = 0.69 K DSF2=v*Lsw1-(V/L)*(Ll +Lsw1)=. 1.51 K DSF3 = v * Lsw1 - (V / L) * (L1 + Lsw1 + L2) _ -0.01 K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 3.15 K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2.+ L3) = 0.00 K DSF6 = v' (Lsw1 + Lsw2 + Lsw3) - (V'/ L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0.00 K DSF7 = v ' (Lsw1 + Lsw2 + Lsw3) - (V / Q * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) ' (L1 + Lsw1 + L2'+ Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v ' (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 +12 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K DSF10 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) ' (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00:K MAX. DRAG STRUT FORCE _- 3.15 K MIN. DRAG STRUT FORCE _ -0.01 K. USE: SHEAR WALL NO..3 PHD2-SDS3 HOLDOWN ON 2- 2X WITH SSTB20 A.B. 2 GSI CO ST12�-PS By: MEM Date: 6/8/00 Job No. 7035 Page { 2 of SHEAR WALL LINE A: INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. L1 LLsw1 � L2 1,Lsw2 1, L3 NorthStar ENGINEERING. 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L4 L Lsw4, L5 LLsw5 1, L6 L1 = 2 FT Lsw1 = 2.33 FT ` 7 L2 = 20 FT Lsw2 = 2.33 FT L3 = 14.34 FT Lsw3 = 0 FT L4 = 0 FT Lsw4 = 0 FT L5 = 0 FT Lsw5 = 0 FT L6 = 0 FT TOTAL LENGTH OF WALL (L) = 41 FT SHORTEST LENGTH OF SHEAR WALL = 2.33 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 1.97 K LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 1.44 K LATERAL FORCE THAT GOVERNS (V) = 1.97 K SEISMIC GOVERNS WHERE_ CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.143 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 615 FT DEAD LOAD OF.DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 65 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 0 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 10 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.016 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall /-2) * (Lwext * Dlwext + Lwint ` DLwint) W— 13.81 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 114 FT^2 WIND PRESSURE (P) = 0.0126 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) v = 0.424 KIL UPLIFT FORCE (Fuplift) = v * Hwall = 4.24 K DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 .* (4'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext) By: MEM NorthStar 20 DECLARATION DRIVE Date: 6/8/00 ENGINEERING CHICO, CALIFORNIA 95973 Job No. 7035 530-893-1600 Page 13 of FAX 530-893-2113 Fdwn = 0.17 K NET UPLIFT FORCE = Fuplift - Fdwn = 4.07 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V /'L) * L1 = 0.10 K DSF2 =v * Lsw1 -(V/ L) *(Ll + Lsw1) _. 0.78 K DSF3=v*Lsw1-(V/L)*(Ll +Lsw1+L2)= -0.18K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 0.69 K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 +. L2 + Lsw2 + L3) = 0.00 K DSF6 = v ' (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0.00 K DSF7 = v ' (Lsw1 + Lsw2 + Lsw3) - (V / L) ' (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 = v ' (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v ' (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1. + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K DSF10 = v ' (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) ' (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 0.78 K MIN. DRAG STRUT FORCE _ -0.18 K USE: SHEAR WALL NO. 3 PHD5-SDS3 HOLDOWN ON 2- 2X WITH SSTB24 A.B. By: MEM Date: 6/8/00 Job No. 7035 Page I� of SHEAR WALL LINE B: INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. L1 LLsw1 L _ L2 1,Lsw2 1, L3 NorthStar ENGINEERING - 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L4 , Lsw4I, L5 I,Lsw5 I, L6 L1 = 20 FT Lsw1 = 16 FT L2 = `41 FT,'Lsw2 = 6 FT L3 = 6 FT Lsw3 = 0 FT L4 = 0 FT Lsw4 = 0 FT L5 = 0 FT Lsw5 = 0 FT L6 = 0 FT TOTAL LENGTH OF WALL (L) = 89 FT SHORTEST LENGTH OF SHEAR WALL = 6 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 7.21 K LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 6.69 K LATERAL FORCE THAT GOVERNS (V) = 7.21 K SEISMIC GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.143 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 2216 FT DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 130 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 180 FT HEIGHT OF TRIBUTARY WALLS (Hwall) _ 10 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.01.6 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF- TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall L 2) * (Lwext * Dlwext + Lwint * DLwint) W= 50.424 K. TRIBUTARY WALL AREA FOR WIND (AREAw) = 531 FT^2 WIND PRESSURE (P) = 0.0126 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) IV= 0.328 KLF UPLIFT FORCE (Fuplift).= v * Hwall,= 3.28 K DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (4'* Lsw1 / 2 * DL + Lsw / 2 * Hwall:* Dlwext) By: MEM Date: 6/8/00 Job No. 7035 Page 15 of Fdwn = 0.43 K NorthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 NET UPLIFT FORCE = Fuplift - Fdwn = 2.85 K HOLDOWN REQUIRED DRAG STRUT FORCE- DSF1 = (V / L) * L1 = 1.62 K DSF2 = v * Lsw1 - (V / L) * (L1 + Lsw1) = 2.33 K DSF3 = v * Lsw1 - (V / L) * (L1 + Lsw1 + 1-2) _ -0.99 K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 0.49 K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + 1-3) = 0.00 K DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0.00 K DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / Q * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 ='v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K DSF10 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE 2.33 K MIN. DRAG STRUT FORCE _ -0.99 K USE. SHEAR WALL NO. 2 PHD2-SDS3 HOLDOWN ON 2- 2X WITH SSTB20 A.B. By: MEM Date: 6/14/00 Job No. 7035 Page of SHEAR WALL LINE C: INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. L1 I,Lsw1 I, L2 NorthStar ENGINEERING. 20 DECLARATION DRIVE CHIC_ O, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L3 �Lsw3 � L4 � Lsw4L L5 LLsw5 1, L6 L1 = 2 FT Lsw1 = 12.5 FTO L2 = 35 FT Lsw2 = 6.5 FT` L3 = 20 FT Lsw3 = 0 FT L4 = 0' FT Lsw4 = 0 FT L5 =. 0 FT Lsw5 = 0 FT L6 = 0 FT TOTAL LENGTH OF WALL (L) = 76 FT SHORTEST LENGTH OF SHEAR WALL = 6.5 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 6.55 K LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 6.20 K LATERAL FORCE THAT GOVERNS (V) = 6.55 K SEISMIC GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.143 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 1943 FT DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 120 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 180 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 10 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.016 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall /2)'* (Lwext * Dlwext + Lwint * DLwint) W = 45.802 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 492 FT^2 WIND PRESSURE (P) = 0.0126 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3'+ Lsw4 + Lsw5) = 0.345 KLF UPLIFT FORCE (Fuplift) = v * Hwall = 3.45 K DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (4'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext) By: MEM Date: 6/14/00 Job No: 7035 Page F� of Fdwn = 0.47 K NorthStar ENGINEERING 20 DECLARATION DRI\ CHICO, CALIFORNIA 959' 530-893-161 FAX 530-893-21 NET UPLIFT FORCE = Fuplift - Fdwn = 2.98 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1=(V/L)*L1= 0.17K DSF2 = v * Lsw1 -.(V / L) * (L1 + Lsw1) = 3.06 K DSF3=v*Lsw1-(V/L)*(Ll +Lsw1+L2)= 0.04K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 1.72 K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + 1-3) = 0.00 K DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0.00 K DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4).- (V / Q * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v * (Lsw1 + Lsw2 + Lsw3_ + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K DSF10 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE _ . 3.06 K MIN. DRAG STRUT FORCE = 0.00 K USE: SHEAR WALL NO. 2 PHD2-SDS3 HOLDOWN ON 2- 2X WITH SSTB20 A. Z lJi S`I"A 3 Co P-74 r Ta P U Z L• I INI By: MEM NorthStar 20 DECLARATION DRIVE Date: 6/8/00 ENGINEERING CHICO, CALIFORNIA 95973 Job No. 7035 530-893-1600 Page I ; of FAX 530-893-2113 SHEAR WALL LINE D: INDICATES LENGTH OF DIAPHRAGM INDICATES SHEAR WALL . WITHOUT SHEAR PANEL,.TYP. PANEL SECTION, TYP. L1 �Lsw1 � L2 Lsw2 � L3 ,Lsw3 L L4 L Lsw4L L5 1,Lsw5 1, L6 L1 = 8 FT Lsw1 = 2.33 FT O L2 = 6.34 FT Lsw2 = 2.33 FT L3 = 15 FT Lsw3 = 0 FT L4 = 0 FT Lsw4 = 0 FT L5 = 0 FT Lsw5 = 0 FT L6 = 0 FT TOTAL LENGTH OF WALL (L) = 34 FT SHORTEST LENGTH OF SHEAR WALL = 2.33 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 1.79 K LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 1.76 K LATERAL FORCE THAT GOVERNS (V) = 1.79 K SEISMIC- GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.143 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 595 FT DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) _ 52 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 0 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 10 FT ..DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.016 KSF DEAD LOAD OF -WALLS INTERIOR (Dlwext) = 0.01 KSF TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) * (Lwext * Dlwext + Lwint * DLwint) W = . 12.49 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 140 FT^2 WIND PRESSURE (P) = 0.0126 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) IV= 0.383 KIL UPLIFT FORCE (Fuplift) = v * Hwall = 3.83 K DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (4'* Lsw1 / 2 * DL + Lsw / 2 * Hwall *.Dlwext) By: MEM NorthStar 20 DECLARATION DRIVE Date:ENGINEERING CHICO, CALIFORNIA 95973 00 Job No.. 7 7035 03 Page j 9 of 530-893-1600 FAX 530-893-2113 Fdwn = 0.17 K NET UPLIFT FORCE = Fuplift - Fdwn = . 3.67 K HOLDOWN •REQUIRED DRAG STRUT FORCE DSF1 = (V/ L) * L1 = DSF2 = v * Lsw1 - (V / L) * (L1 + Lsw1 = 0.42 K ) DSF3 = v * Lsw1 - (V / L) * (L1 + Lsw1+ L2) = 0.35 K 0.02 K DSF4 = v * (Lsw1 + Lsw2) - (V / L * (L1 + Lsw1 + L2 +Lsw2) = 0.79 K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + 1-3) 0.00 K DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0.00 K DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2.+ L3 + Lsw3 + L4) = 0.00 K DSF8 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 =. 0.00 K DSF10 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) ' (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 0.79 K MIN. DRAG STRUT FORCE _ . 0.00 K . USE: SHEAR WALL NO. 3 PHD5-SDS3 HOLDOWN ON 2- 2X WITH SSTB24 A.B. 7Y: GATE: l 510c JOB NO: /C rthStar ENGINEERING Civil Enaineers•Planners •Surveyors 20 DECLARATION DRVE C ,ICO. CALIFORNIA ?:373 530.893-1600 FAX 530-893-2113 SHEAQ WALL SCHEDULE SHEAR WALL IQ Q Q3 Q - z� 0 0 ALLOWABLE LOAD/FOOT 260 380 490 550 640 i60 980 IZ,3,8 PLYWOOD 3/8" 3/8" 3/8" 3/8" 3/8" 3/8"CDX 3/8"CDX CDX CDX CDX STRUCT I CDX 2 SIDES 2 SIDES EDGE NAILING 5 ad s 6" 8d 0 4"3 8d s.3"3 8d is 3i3 8d s 2" 3 8d s 4" 3 8d s 31'3 FIELD NAILING 5 8d s 12" 8d eo 12" 8d 061211 ad s 12" ed s 12" ad s 12" 8d s 12" SILL THICKNES5 2X 2X 2X 2X 3X 3X 3X SILL NAILING a 16d s 4" 16d s 3" 16d A 3" 16d s 4"10 16d ie 3" Io 16d s 3"I0 !6d s 31110 TO FLOOD CLIP, BLOCK L550 L550 1-590LS90 1-590 1-590 1-590 TO PLATE I is 22" s 14" s 16" is 16" 91211 01211 88" 5/8" 0 5/6"0 5/8" 0 I 5/8" 0 5/8" 0 5/8" O 5/8"0 ANCHOR BOLT 48" o.c. 18" o.c. 14" d.c. 12" o.c. 28" o c. 24" o.c. I 18" o c. SPACING 9 1/211 4 1/2" 0 1/2" 0 1/211 0 1/2" 0 1/2110 I 1/2" c 36" o c. 13" o,c. I IO" o.c. 9" o.c. IS" o.c. 15" c II" O.C. I, OVEP DOUGLAS FIP STUDS o 16" O.C., HEM-FIQ TDP PLATES APE OKAY 2. ALL PANEL EDGES BACKED WITH 2 -INCH NOMINAL OR WIDEP FRAMING U.D.N. 3. ALL VEPTICAL STUDS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE AS SHOWN IN NOTE #4 4. APPLIED OYER 3 -INCH NOMINAL DR WIDER FRAMING WITH NAILS STAGGERED 5. NAILS SHALL BE 8d HOT DIPPED GALVANIZED OP 8d COMMONS 6. DOUGLAS FIR SILLS REQUIPED, STAGGER ALL SILL NAILS AT WOOD FLOODS I. SIMPSON MANUFACTUPED CLIPS AT 24" O.C. FOP ENTIRE BALANCE OF WALL LINE. "BLOCK" MAY BE TRUSS CHORD Oil RAFTER PEP DETAIL. S. OSB WITH ALLOWABLE STRESS AND THICKNESS EQUIVALENT TO SPECIFIED PLYWOOD MAY BE SUBSTITUTED FOP 3/8" CDX WHERE OCCUPS, OSB SHALL BE FATED FOR EXTERIOR USE. 9. ANCHOP BOLTS SHALL HAVE A MINIMUM 2" X 2" X 3/16" T H;CK PLATE LAS;'=<. 10. REQUIRES 2 QOW5 STAGGERED 4 PP=DPILLED == = 7035 NorthStar ENGINEERING Civil Enaineers • ?lznners • surveyors 530.893-1500 FAX 530.893.2113 DI -E\5, M V A L UE5 EOQ ANCH0P BOLTS AND SILL NAILS I S iEAQ WALL , i� IL2I 3 IZL I 5 Le) L-7 i nLLOW: ,LLE IO / D �.,/1= 001 ^per --� = _ -_^ �• -�/, p._i. S:LL NAIL .: :J - - _ �r �.._ ? 'y ter, _. -� •ice`- ,;- �. - .- _ �. •_ -' ^�� .- - `.:1 - - --.. - NA1L CAPACITY SPACING SILL THICKNESS - 1/211 4 ANCHOR BO'_T CAPACITY 5/8" 0 ANCHOR BOLT CAPACITY I . I!i=_I\I /' 1 %,1111 /`• i -til = �-,i-_ /', ZD P E ' 2 2BRACED WALL SCHEDULE TYPE DESCRIPTION U. 1/2" GYPSUM. WALLBOARD on studs spaced a 24" o.c. maximum. Dry.ivall screws Z 1 7" o.c. to all studs, top and bottom plates, and 2x blocking. All vertical edges shall break on a stud. Blocking is required for all horizontal edges. Capacity = 100 L/Ft. AB "THERMO-PLY" Structural grade sheathing «-ith -16 gage galvanized staples, 1" crown x 1 ',%' leg. Crown shall be in line with framing member Ca; 3" o.c. edge, 6" O.C. field with blocking required Co all edges. Capacity = 200 =/Ft. /C 3/8" CDX PLYWOOD on studs spaced Ca 24 o.c. maximum with 8d 6" o.c. edge; .12" o.c. field. All vertical edges shall break on a stud. Blocking is required for all horizontal edges. Capacity = 260,E/Ft. /D\\ ALTERNATE BRACED PANEL: 3/8" CDX PLYWOOD on studs spaced a 24" o.c. maximum with 8d (a 6" o:c. edge, 12" o.c. field. All vertical edges shall break on a stud. Blocking is required for all horizontal edges. install 1/2" diameter anchor bolts with 7" min. embedment q, panel quarter points (2 bolts per panel). Install holdowns as shown on plans. /E 7/8" STUCCO on studs spaced 24" o.c. maximum. Nail or staple to all studs, top and bottom plates, with No. 11 gage, 1'/z" long, 7/ 16' head or No. 16 gage staple, 7/8" legs a. 6" o.c. max. to all studs, and top and bottom plates. Unblocked. Capacit--,= 180 T/Ft. NOTES: 1. /A B `C and `E Nail sill plate to wood floor (where occurs) w' ith 4- 16d per 16". Anchor sill plate to foundation with 1/2" diameter anchor bolts embedded 7" min. is U-0" o.c. max. spacing: Use a minimum of t-,vo bolts per piece with 1 bolt located within 12' of each end. 2. INTERIOR WALLS: ; �A'._B . _C and E,: Anchor bolts ma- be. replaced with Hilti X -DNI 72. Use 2 pins 6", and 2 pins a. 10" from each end with 2 pins ��d, 18" o.c. in between. Interior footings shall be a minimum of 12" wide and 10" thick iincluding slab thickness) unless othent-ise noted on the plans . B, BY: NbrthStar D. DATE: Voo 20 DECLARATION DRIVE JC JOB NO: 71" ENGINEERING CHICO, -CALIFORNIA 9597, 530.893-1600 PAGE 2-3 OF Civil Engineers -Planners* Surveyors FAX 530-893-2113 F— (I C2 2.4 3� 5)1 2_1 Z V x I 2- zZrF 11 2- Z, '2 2- Z_ 2. 77 I\j 4- Tz C2 Z F-TG;T. 0 t3�-j it BY: DATE: JOB NO: 7v -4 Z: AGE O= NbrthStar ENGINEERING Civil Engineers- Planners- Surveyors 20 DECLARATION DRIVE CHICO. CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 4 z z:: (z I/g X' -Z /Z 24 F'- V+ 2-1 2- 32- fix,T, '[,J Al L- AT -1- 26,11 !z 7 -7. x T thStar DA DATE: (WOO O O Boa No: 7G 5 ■ R/■ ENGINEERING 20 DECLARATION DRIVE CHICo, CALIFORNIA 95973 530-893.1600 PAGE OF Civil Engineers- Planners- Surveyors FAX 530-893-2113 DIA �Q II . A N T P- Z_ `�-�<< 2 X G x l Zi By: MEM NorthStar Dat4/00 Job No. 7035 ENGINEERING " - Job No. 7.035 Page % of BEAM AT MASTER BEDROOM - BM5• TRY: 4x12 DOUGLAS FIR #1 MAXIMUM TRIBUTARY WIDTH (Wtrib) _ MAXIMUM,SPAN LENGTH (Lspan) _ i w Lspan UNIFORM DEAD LOAD (wDL) = DL * Wtrib = 0.056 KLF UNIFORM LIVE LOAD (wLL).= LL * Wtrib = 0.064 KLF WHERE DL = 0.014 KSF LL = 0.016 KSF DESIGN ANALYSISO (SEE COMPUTER- SHEET "BEAM AT ASTER BEDROOM - BM5" ) USE: 4x12 DOUGLAS FIR # // BEAM AT FAMILY ROOM - BM6 TRY: 5 1/8"x16 1/2" GLB 24F=V4 a UNIFORM DEAD LOAD (wDL) = DL * Wtrib = 0.21 KLF UNIFORM LIVE LOAD (wLL) = LL * Wtrib = 0.24 KLF CONCENTRATED DEAD LOAD (PDL) = DL * Atrib = 1.19 K CONCENTRATED LIVE LOAD (PLL) = LL * Atrib = 1.36 K. - -. WHERE DL = 0.014 KSF LL = 0.016 KSF TRIBUTARY WIDTH (Wtrib) = 15 FT TRIBUTARY AREA (Atrib) = 85 FT^2 DESIGN ANALYST& (SEE COMPUTER SHEET "BEAM AT FAMILY ROOM - BM6" ) USE: 5 1/8"x16 1/2" GLB 24F-V4A I 20 DECLARATION DRIVE CHICO, CALIFORNIA 9.5973 530-893-1600 FAX 530-893-2113 4 FT 11' FT P w 8.5' 14.5' 23' Title : Custom Residence for Messina Job # 7035 Dsgnr: MEM Date: Description Scope e, 5 00General Timber Beam PageZ7i uescrlption team at Master Bedroom - BM5 Information Uead Load 2.0 k -ft I _General Section Name 4x12 Allowable Center Span 1=1:.00'ft .....Lu 4.00 ft Beam Width 3.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 11.250 in Right Cantilever ft ....Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.1 Bm Wt. Added to Loads a Fb Base Allow 1,000.0 psi Load Dur. Factor 1.000 Fv Allow 95.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi Wood Density 34.0O0.pcf E 1,700.0 ksi Uniform Loads @Center -- -" ----- I Uniform Loads Over Full Span 6.72Reactions... Center DL 56.00. #/ft LL 64.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft ummary Beam Design OK Span= 11.00ft, Beam Width = 3.500in x Depth = 11.25in, Ends are Pin -Pin Max Stress Ratio 0.291 : 1 Maximum Moment . Uead Load 2.0 k -ft Maximum Shear " 1.5 0.9 k Allowable ...Location I 6.7 k -ft 5.500 ft Allowable 4,332.4 3.7 k Max. Positive Moment - 1.96 k -ft a 5.500 ft Shear: @ Left 0.71 k Max. Negative Moment 0.00 k -ft a 11.000 ft @ Right 0.71 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @Center 0.046 in Max. M allow 6.72Reactions... @ Right 0.000 in fb 317.86 psi fv 22.54 psi Left DL . 0.36 k Max 0.71 k Fb 1,092.21 psi Fv 95.00 psi Right DL 0.36 k Max 0.71 k enter Span... Uead Load Total Load Deflection -0.030 in -0.060 in ...Location I 5.500 ft 5.500 ft ...Length/Deft 4,332.4 2,187.95 F Lett i-anwever... Uead Load Iota] Load Deflection 0.000 in 0.000 in ...Length/Deft 0.0 0.0 Right Cantilever... Deflection 0.000 in 0.000 in ...Length/Deft 0.0 0.0 -(_CT'F983=98-ENERCA CC c:\d\7035 messina\7035.ecw:Calculations- KW -9 03075; Ver 5-0-6;-1=Jun-1998-Win32` (C-)-1-983=9-8-ENERCALC c:\d\7035 messina\7035.ecw:Calculations KVV:U6OaO75-Ver 5-0-6-1 JJun=19g8 WWin32--'- Title : Custom Residence for Messina Dsgnr: MEM, Date: Description Scope Job # 7035 . ?e•.: 530001 General Timber Beam Page7� Description Beam at Master Bedroom - BM5 _Stress Calcs Bending Analysis ' Ck 33.438 Rb 7.988 Sxx. 73.828 in3 Area . 39.375 in2 Cv 1.100 Max Moment Sxx Req'd Allowable fb @ Center 1.96 k-ft 21.49 in3 1,092.21 psi @ Left Support 0.00 k-ft 0.00 in3 1,100.00 psi @ Right Support + 0.00 k-ft 0.00 in3 . 1,100.00 psi Shear-Analysis @ Left Support @ Right Support Design Shear 0.89 k 0.89 k Area Required 9.342 in2 9.342 int Fv: Allowable 95.00 psi 95.00 psi Bearing @ Supports Max: Left Reaction. 0.71 k Bearing Length Req'd 0.325 in Max. Right Reaction 0.71 k Bearing Length Req'd 0.325 in [Query a ues — M, V, & D @ Specified Locations Moment Shear I Deflection @ Center Span Location = 0.00 ft 0.00 k-ft 0.71 k 0.0000 in @ Right Cant. Location = 0.00 ft 0.00 k-ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00 k-ft 0.00 k 0.0000 in (C-)-1-983=9-8-ENERCALC c:\d\7035 messina\7035.ecw:Calculations KVV:U6OaO75-Ver 5-0-6-1 JJun=19g8 WWin32--'- Title : Custom Residence for Messina 'Job # 7035 Dsgnr: MEM Date: Description Scope ;e,.: 51000; General Timber Beam Page 71 I Description Beam at Family Room - BM6 General Information -0.00 k -ft a 23.000 ft Max @ Left Support 0.00k -ft Section Name 5.125x16.5 Center Span 23.00 ft .....Lu 4.00 ft Beam Width 5.125 in Left Cantilever ft :Lu 0.00 ft Beam Depth 16.500 in Right Cantilever ft .....Lu 0.00 ft Member Type GluLam Douglas Fir, 24F - V4 ...Location .11.592 ft Bm Wt. Added to Loads Fb Base Allow 2,400.0 psi 0.0 Load Dur. Factor 1.000 Fv Allow 165.0 psi Right Cantilever... Beam End Fixity Pin -Pin Fc Allow 560.0 psi E 1,800.0 ksi 0.000 in Wood Density 34.000 pcf ...Length/Deft Trapezoidal Loads 0.0 #1 DL @ Left 210.00 #/ft LL @ Left 240.00 #/ft Start Loc 8.500 ft DL @ Right 210.00 #/ft LL @ Right 240.00 #/ft End Loc 23.000 ft FP-offUlLoads I 'Dead Load lbs lbs lbs. lbs lbs lbs Live Load 1,360.0 lbs lbs lbs lbs lbs lbs ...distance 8.500 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft ummary Beam Design OK Span= 23.00ft, Beam Width = 5.125in x Depth = 16.5in, Ends are Pin -Pin Max Stress Ratio 0.763 : 1 Maximum Moment 33.8 k -ft Maximum Shear " 1.5 Allowable 44.3 k -ft Allowable Max. Positive Moment 33.84 k -ft a 11.040 ft Shear: @ Left @ Right @ Left @ Center @ Right Max Max Max. Negative Moment -0.00 k -ft a 23.000 ft Max @ Left Support 0.00k -ft Max @ Right Support 0.00 k -ft Max. M allow 44.34 Reactions... fb 1,746.44 psi fv 89.31 psi Left DL Fb 2,288.01 psi Fv 165.00 psi Right DL Camber: 1.94 k 2.75 k 7.6 k 14.0 k 3.89 k 5.64 k 0.000 in 0.663 in 0.000 in 3.89 k 5.64 k LDeflections I Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.442 in -0.906 in Deflection 0.000 in 0.000 in ...Location .11.592 ft 11.592 ft ...Length/Deft 0.0 0.0 ...Length/Deft 624.3 304.74 Right Cantilever... Deflection 0.000 in 0.000 in ...Length/Deft 0.0 0.0 Mc 983=98-ENER-CALC i c:\d\7035 messina\7035.ecw:Calculations KW-0603075-V6_r5-0-671=Ju6=1-998-Win32- I I ERCALC c:1017035 messina\7035.ecw:Calculations KVV-0603075-Vey 5-0-6-1=Jun- ' Title : Custom Residence for Messina Job # 7035 Dsgnr: MEM Date: Description Scope E' `'°°°' General Timber Beam Description Beam at Family Room - BM6 Paget GF Stress talcs Bending Analysis Ck 22.210 Rb 7.215 Sxx Cv 0.960 232.547 in3 Area 84.563 in2 Max Moment @Center 33.84 k -ft Sxx Req'd Allowable fb @ Left Support 0.00 k -ft 177.50 in3 2,288.01 psi @ Right Support 0.00 k -ft 0.00 in3 2,303.72 psi Shear Analysis @ Left Support 0.00 in3 @ Right Support 2,303.72 psi Design Shear 5.80 k 7.55 k Area Required 35.166 in2 45.772 int Fv: Allowable 165.00 psi 165.00 psi Bearing @ Supports Max. Left Reaction' 3.89 k Max. Right Reaction Bearing Length Re d q 1.357 in 5.64 k CQuery -a ues Bearing Length Req'd 1.965 in M, V, & D @ Specified Locations Moment = @ Center Span Location0.00 ft O.00k-ft Shear Deflection @ Right Cant. Location = 0.00 ft 0.00 k -ft 3,89 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in 0.00 k 0.0000 in I ERCALC c:1017035 messina\7035.ecw:Calculations KVV-0603075-Vey 5-0-6-1=Jun- APPROVED Butte "ourity Env:rcn:. -, ,alth �ov / . X71 acJt9 � . GiePT�L � � r — TAeA'F C L Environmental Health JUN — 12000 Chico, California • 0 l�oT% 2 So S2T r�F�c Vc. '' �--� � � - o a� Z N ♦ O r . ,r .c Environmental Health JUN — 12000 Chico, California • 0 l�oT% 2 So S2T r�F�c Vc. '' �--� � � - o a� Z N ♦ O NOTES RESIDENTIAL 047-68-0-002 00-1189 PE MIT NO.� MESSINA, JOHN & CANDY ; � M StCOMICE CT., CHICO CONT:,RYTHER/DEILY CONST. NEW SINGLE-FAMILY r IV,. 11 SPECIAL CONDITIONS 11 CHECKED BY ZSRA , FLOORTIFICATE REQ. F� D CESPRINKLERS REQ. ✓SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ?�a+tA� � R OFFICE COPY Addressy t aLy_? &/ G j • •M i' GAS Meter ' Date r/1 ELECTRI Meter By Date GFS /x/ s JOB FINALED (Date) o2 Signature _ a. F V= OK 0 = Not OK - = Not Applicable MOBILE HOMES = Not Ready , Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 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./ /'LPG 7. Well Clearance & Disconnect 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date 11. Card B-1 Date Card B-1 Date 12. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line Card B-1 Date Card B-1 3. Gas; MH Test -Demand -Valve -Connector FINAL (Plans) OK except #'s 4. Electricity; MH Test -Crossovers -Breakers -Clearances Setbacks -Easements 5. Drain; MH Test -Fall -Flex Connector Soils; Compaction -Structure Stability 6. Water; MH Test -Regulator -Connector Pool Structure; Steel -Connections -Thickness Dead Men -Lining 7. Water and Sewer Connected -C/O to Grade -HD Approval Elec.; Receptacles and Lighting, Distance-GFI 8. Gas and Electricity Tagged Elec.; Pool Lighting; 15 Volts-GFI 9. Tie Downs -Type -Installation Cert. Elec.; Enclosures; Conduit Entries -Terminals -Listed 10. Exits; Insp.-Sketch Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 11. Cert. of Occupancy Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 it 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- Rhrs.-Connectors Shthg.-Frg-Bracing 5. 'Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 !� 3 V = OK / 0 = Not OK - = Not Applicable RESIDENTIAL = Not Ready Date Undecfioor (Plans) OK except #'s t2!Ft , am; Soils -Elea. Grnd.-/ `6/" Ftg. Depth t ,Garage; Soils-Steel•Elec. Grnd.-/ / Ftg. Depth 4 tg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth i.rtyaglls, Main; Steel-Blockouts•Wrapped and Special Anchors dab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 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 1-1 Z7 Date Card B-1 Date (/ Card B-1 Date r r:0 Card B-1 Date Card B - Date LUMBING(Permit) OK except #'s 1 ledater Htr.; Vent -Access -Combustion Air Baffle ater Pipe; Test & Anchor -Nail Protection 1 D. W. ittings & Anchor -Nail Protection Shower Pan; Test, First Floor -Tub Access I(JAP 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date Card B-1 ate Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 3577C Ducts Insulation & Support A. Vent Fan, Exhaust above insulation Condensate Drain & Overflow, Size & Grade 38_FA11`nace-Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date r Card B-1Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 4 W IIs Studs -Nailing Spacing & Braces -Plates -Sound Bearing Walls over Girders & Floor Nailing 43 Draft Stop in Walls (rat proof) 4. ire Stops, Furred Ceilings -Stairs- asers- s le Headers & Beams -Size & Bearing (Single & Duplex) Date / FRAMING (Continued) 4 ling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. v 8. ireplace Ties or Type A Flue -Fireplace Throat Clearanc�_ is 4ccess; Size & Romex Protection -Draft Stop -Ins. Baffles, 50. drm. Windows or Exiting Doors -Sill Ht. & Dimensions (51,)Qarage Fire Protection Framing—^_/4f YZ�Property Line Firewall & Openings 53 Z'it. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54�irs; Width -Headroom -Rise -Run -Landing -Fire Protection 5. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers . Siding -Nailing Veneer 0-0/ 57iStucco Mesh -Drip Screed -Fd. Vents-Underflr. Access • lfi Glazing Area -Glass Protection -Skylights -Plastic ,6T Shepr Walls; Nailing -Bolts '96 Interior/Exterior Wall Panels a" 1% In lation-Walls-Ceilings 62 nfiltration-Walls-Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date INAL (Plans) OK except #'s EA-Sfeps-Door & Sidelight Protection -Landings Sl-Smok .Detector urnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection edr om Exiting G 'Bath _Fixtures & Tub Acces Spa E rim & Subpanel, Breaker izes & Labels Stairs I� 7plsc r Stove, Cl. ce-Hearth 7 E,LqZ.6utlets at Wo Panel, Int. & Ext. & glia Ground -Air Gap -Cooking Clearance 731 -Sec. Outlets & Receptacles at Kit. Counter 7471qC,ara a Eire Door; Swing -Landing -Closure 7511.1<C. D t in Garage -Damper 7 . tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Gar e; Above Floor-Mech. Protection Elec. & Mech. Equip. Listed for Location ec. Rece tacles in Garage (F.F.I.)-Romex Protection 79 ulation oam-Looked in Attic 8 and Rails & Deck Construction -Post Caps 1, - is & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes FollowingInstld./Drive J Yes 0 No/Walks 0 Yes Q No/Planters Yes ] No �SL 8 . tucco Brnwn-Finish 8 A.C. isc nnect, Electrical -Plumbing 95'VenN Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 8 ater Well, Disconnect, Electrical, Plumbing 8 xterior Elec. Trim, G.F.I. Receptacle -Underground 88. i ation Throughout House 90!Correction rom Previous Inspections 9 as T -Meters Tagged, Gas -Electric er & Sewer Connected -C/O to Grade -HD Approval (VKEnergy Compliance Certificate -Other Certificates Posted Date jam/ 11 Card B-1 Date Card B-1 DW4 A,1 ZKI Card B-1JU,a Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Date �) Card B-1 Date Card B-1 Date T Card B-1 Date Card B-1 Date A51LECTRICAL (Permit) OK except #'s xt e & Transformer Clearance -Ins. Protection 2 I . Receptacles Spacing -Lights & Switches at Doors 2 S' Boxes & No. of Conductors Stapled 2 ex Installed Close to Edge of Studs & C.J. ip. Ground made up w/Mech Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen & Conductor Size GFI 29: -bleed Wire Size / / ga. Cu or AJ-A.C. Wire Size / / ga Cu or AI Range Circle / ,( ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral Q Yes O No c— Service -Riser Conductors & Ground Main Disconnect quip. Clearances Panels-Motors-Mech. Equip. ,Glothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 ate Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 3577C Ducts Insulation & Support A. Vent Fan, Exhaust above insulation Condensate Drain & Overflow, Size & Grade 38_FA11`nace-Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date r Card B-1Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 4 W IIs Studs -Nailing Spacing & Braces -Plates -Sound Bearing Walls over Girders & Floor Nailing 43 Draft Stop in Walls (rat proof) 4. ire Stops, Furred Ceilings -Stairs- asers- s le Headers & Beams -Size & Bearing (Single & Duplex) Date / FRAMING (Continued) 4 ling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. v 8. ireplace Ties or Type A Flue -Fireplace Throat Clearanc�_ is 4ccess; Size & Romex Protection -Draft Stop -Ins. Baffles, 50. drm. Windows or Exiting Doors -Sill Ht. & Dimensions (51,)Qarage Fire Protection Framing—^_/4f YZ�Property Line Firewall & Openings 53 Z'it. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54�irs; Width -Headroom -Rise -Run -Landing -Fire Protection 5. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers . Siding -Nailing Veneer 0-0/ 57iStucco Mesh -Drip Screed -Fd. Vents-Underflr. Access • lfi Glazing Area -Glass Protection -Skylights -Plastic ,6T Shepr Walls; Nailing -Bolts '96 Interior/Exterior Wall Panels a" 1% In lation-Walls-Ceilings 62 nfiltration-Walls-Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date INAL (Plans) OK except #'s EA-Sfeps-Door & Sidelight Protection -Landings Sl-Smok .Detector urnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection edr om Exiting G 'Bath _Fixtures & Tub Acces Spa E rim & Subpanel, Breaker izes & Labels Stairs I� 7plsc r Stove, Cl. ce-Hearth 7 E,LqZ.6utlets at Wo Panel, Int. & Ext. & glia Ground -Air Gap -Cooking Clearance 731 -Sec. Outlets & Receptacles at Kit. Counter 7471qC,ara a Eire Door; Swing -Landing -Closure 7511.1<C. D t in Garage -Damper 7 . tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Gar e; Above Floor-Mech. Protection Elec. & Mech. Equip. Listed for Location ec. Rece tacles in Garage (F.F.I.)-Romex Protection 79 ulation oam-Looked in Attic 8 and Rails & Deck Construction -Post Caps 1, - is & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes FollowingInstld./Drive J Yes 0 No/Walks 0 Yes Q No/Planters Yes ] No �SL 8 . tucco Brnwn-Finish 8 A.C. isc nnect, Electrical -Plumbing 95'VenN Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 8 ater Well, Disconnect, Electrical, Plumbing 8 xterior Elec. Trim, G.F.I. Receptacle -Underground 88. i ation Throughout House 90!Correction rom Previous Inspections 9 as T -Meters Tagged, Gas -Electric er & Sewer Connected -C/O to Grade -HD Approval (VKEnergy Compliance Certificate -Other Certificates Posted Date jam/ 11 Card B-1 Date Card B-1 DW4 A,1 ZKI Card B-1JU,a Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: e Certificate of -Conformance Certificate 054065 THIS, 1S TO CERTIFY that the glued laminated timber,products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated'below: ANSI Standard A190.1-1992, For.Wood,Products — Structural Glued Laminated Timber r NER-486 Glued Laminated•7iimb.er Combinations And "GAP" ComputerProgram For Determining Design Stresses -'AITC 117-93 — Manufacturing — Standard Specifications For Structural Glued Laminated Timber.Of Softwood Species e s.... IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing -.process and evaluation of the in -plant QA program with.adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. ,e���� W 0 G _ � '• SEAL i rr by o �y= Thomas G. Williamson Executive Vice President ENGINEERED WOOD SYSTEMS is a related corporation of APA — THE ENGINEERED. WOOD ASSOCIATION - 7011 South 19th Street • P.O. Box 11700 • Tacoma, WA 98411-0700 Telephone: (253) 565-6600 • Fax Number: (253) 565-7265 10:4 0 fel 111, 1 Elio -:1911=0 t• • A PA���� Poo,�Uga f Certificate of Conformance Certificate 054065 THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products— Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses I . "AITC 117-93 — Manufacturing — Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. 3 �xlz `� % Yz3 b 4L y� Thomas G. Williamson Executive Vice President ENGINEERED WOOD SYSTEMS is a related corporation of APA — THE ENGINEERED WOOD ASSOCIATION 7011 South 19th Street - P.O. Box 11700 - Tacoma, WA 98411-0700 Telephone: (253) 565-6600 - Fax Number: (253) 565-7265 NorthStar ENGINEERING Civil Engineers • Planners • Surveyors January 12, 2001 Butte County Building Department 7 County Center Drive Oroville, CA 95965 Fax: 538-2140 Attention: Philo Hunt RE: Permit No. 00-1189 13858 Comice Court .Messina Residence Dear Philo, With this letter I am approving the substitution' of ICBO approved expansion bolts of the same diameter and spacing shown on the shearwall schedule. These bolts shall be installed per the manufacturer's recommendations with a minimum embedment of 4". We are also approving the use of 3-2x studs at each vertical plywood joint in lieu of the 3x member. The center 2x stud receives edge . nailing from 2 plywood _ sheets. The 2 outside 2x studs will receive edge nailing from the plywood per the shearwall schedule. Each 2x stud on the outside- shall be nailed to the 2x stud in the center with 2 rows of 16d sinkers at 12" o.c. full height. ` If you have any questions, please contact me at 893-1600. Sincerely, Jeff Richelieu, PE NorthStar Engineering 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX -893-2113 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 51 Date Inspectof REV 10/92' 4 '" y, V •�u`'i �t'dT• ....:..............COUNTY OF BUTTE.....'................ BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES -_ 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 `i CORRECTION NOTICE ?4 eT OWNER PERMIT NO. A C A routine inspection indicates that the following violations of butte county Ordinances exist at the above addressa d-shouId be corrected. Please notice this office when correction of work is 4+7. completed. I ou have any questions pertaining to this matter, or need additional explanation, please co act this office immediately. 6// f' AMP"', n 120 /l/llzf S IV " /. j'/7 / s ' 6c' ��� ,, Y NGLs` r= - ili ,� F. A) l�%?G!///ll� 3 /1/f� rLl tiAG Gfi/ 1916 RV27 ,4 �• P1� li/��' C /��-S/��ri i�� Aon/� Ti X' ;z _ Date t Inspector -REV 10/92 f' 1.7 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 ; 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE V& X //VX/ OQ- �d� OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. �rz�IlleC �� 5 i /S/ZX / 1z .j z COUNTY OF BUTTE-a✓ BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES E; 411 Main Street • Chico, CA • (530),891-2751 ; 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. I s A routine inspection indicates that the following violations of butte county Ordinances'exist at'the r 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, {E please contact this office immediately. C COUNTY OF BUTTElooi , ...... . BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER �D NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date 40 Inspector _ I REV 10 2 r• COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE VkXkm-C'- 00-118 OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date ':f 1 f U I Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 f 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE ie< i OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, Please contact this office immediately. W,4 Timmy A7 1,4t(- 6)11164- Date V inspector-,,/ e$ REV 10/92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541P,gIT NO. .Rev.12/96) r APPLICATION AND PERMIT 06, � 0l ,P `'� ASSESSOR PARCEL NUMBER 0 ZONING BUILDING PERMIT OWNER ITELEPHONE . u ' A 89-1-i773 WINDECKER DR., CHICO. CA 95926 SO. FT. OCC. BUILDING VALUATION -3195 R 172 910-001207 1089 U 19 476-00 cG FF E IDAILY CONSTRUCTION TELEPHONES36 COV 6'96800 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ gni.Q74 nn ARCHITECT OR ENGINEER LICENSE NO. Fling Fee $ 20.00 Permit Fee $ 996 50 ARCHITECT OR ENGINEERS MAILING ADDRESS 20 DECLARATION. CHICO, CA 95973 Plan Checking Fee $ 647-73 BUILDING ADDRESS.- '� COMICE CT. CHICO Energy Plan Checking Fee $ 93-00 $ PERMIT FEE $ 1r Q7 23 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Feel 20.00 USEOFSTRUCTURE SF ❑_ Duplex ❑ Mobilehome [3 Other X SPECIFY Each Trap 17 7.00119.00 Solar or heat pump water heater 23.00 Water Water piping 15.00 15.00 as water heater or vent 15.00 15.00 TYPE OF WORK New a Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: NEW SINGLE FAMILY (4 BEDROOM) Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 1 15-001 15.00 Mobile Home ISI GI W1 1 920.00 LANDSCAPRE SPR 1 15.00 PERMIT FEE $ 214.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoOA OR LESS 23-0023.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, 'i and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service To 46.00 WEE200A CCU000A NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BUDS. SO 3.540 170.7 MULTI-UTLET NpNpO�IDT O 97.50 8PSINGLE OUTLET OWER APPARATUS CIR. Ex. Occup. ounFr OR FIXTURES 20 o I BAL O .50 .so Ex. Occup. ..FIXEPPM.) A D� 5.00 Temporary Service 23.00 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 236. 70 MECHANICAL PERMIT Filing Fee 20.00 Heating 2 15.00 30.00 Cooling Hood 6.50 Ventilation 4-90 PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith cc ly with those provisions. _ Date'J " , ' 0 l� _ ture of Applicant -Owner ❑ Contractor ❑ Agent An OSHA permit is require for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 Occ R3/U CONST. TYPE VN TOTAL FEE $ 2288.43 HA2 D FEES IMP I FLOOD X I CDP X I PARCEL X I PDHD X X ISSU ` This permit is hereby issued under of the Butte Coun Code and/or indic9W ab for hich fees have By ✓" PERMIT -EXPIRES ON the applicable provisions Resolutions to do work been paid. d4rc DateReceiptNo. 8,I Q ( -(Date) WHITE-D.D.S.-B.D. R - SSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone ;5.30) 538-7541 IT APPLICATION AND PERMIT / 41SE330RPAILC0.NUYa01 :- e O H67 -<� LOnhl-� BUILDING PERMIT OYVN�R 1 cJ DH,./ C/+sJd�F SS iNra M. e 1. �� L � / SO. F' I OCC. BUILDING VALUATION _ -- ,3 3 t OWNERS AMIU/t] ADORE CONTRACTOR'Sn TELHNONE // / J G - 3 Vv✓ �� .,� CONTRACTORS MALAWI ADDRESS I I � CONSTRUcrom LENDER I � Fireplace I 00 C> LENOEWS MNLWO ADDRESS Total Valuation S ARCHITECT`� 1 Q< �/C J IV JEWNO. Filing Fee $ 20.00 Permit Fee ti ARCWMCT OR ENOWEER L C T RTZ /TI rl,., J CIM11, Plan Checkin Fee S 3 8ULDWO ADORM �' G (/ Energy Plan Checking Fee S a .Z n (� PERMIT FEE = 3 LOT yo., (J aueoaears AN � ^m PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 1j?'4b USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other !�� Solar or heat pump water heater 23.00 Water piping15.00 Each gas water heater or vent j 15.00 TYPE OF WORK New ❑ Addition ❑ %Remodel ❑ Utilities ❑ Insb&tion ❑ Other ❑ Describe Work: ! � Gas piping system 1 - 5 outlets 15.00 , Building sewer I I 15.00 - Mobile Home ' S I G I W 1 1 @20.00 S Ae PERMIT FEE I _ 014. O ELECTRICAL PERMIT FilingFee 20.00 OOOV OR LESS Main Service = OR LESS 23.00 l 3 ^�\ 7 / u// `� 4 — - S `3 / 6 v 5 Main Service nOA TO IOWA I 46.00 NEW CONST. r OWFILWO OCCUR SO OR ADONS. �I c 6 ACC. BlD3. 3.5c,.J NON -REBID. @7.50 MULTAPPARAT POWER APPARATUS 6 SlIOL,E OUTLET C0. EX. Occup. OUTLET OR FIXTURES BmLL. ':950 Ex. Occu .auTtFrs=-i6-'M 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE MECHANICAL PERMIT Fling Fee 20.00 I Heating 2. j i Cooling 1 H6. Hoodd6.55 0 s Ventilation PERMIT FEPE f Mobile Home Installation Fee t Energy Inspectlon Fee = `oNST n aul T AL FEE $ i NAL. O. iYP 0 c0 p NO 6SUE This permit is here y issued under the applicable provisio of the Butte County Code and/or Resolutions to do wor indicated above for which fees have been paid. By Date PERMIT EXPIRES ON ;. ,.y .' .. r ./ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNERy ``/�'� M,4,$$/1414 ASSESSOR PARCEL NUMBER: % / aZL Proposed Building Use: Yale-, WAeZS Ste- Building Inspector: 41 Date: Z S-- 2 :) -V At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By 11j.All items have been submitted -------------------------------------------------------------------------------------- . Plot plans, 10sets, signed by the preparer of plans. ------------------------------------------------------------ ❑ 3 . Complete plans, 3/4 sets, signed by e preparer of plans. ----------------------------------------------------- N ❑4. Engineered plans, 3/4 sets, with -Wet signature on plans. All engineering must be shown on plans. -------- ❑ Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ �K* . Energy Design Compliance and supporting documentation.---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form.------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and _innstallation instructions including Tie Down Specific - .------------------ ees of $ • �� � X-I.A ----- / 15. Impact fees as shown on the attached schedule. -- ------ - - - ------- act -- ---------- aliforma Department of Forestry plan approval/fees ---14?A L-� --&)—-�---- ------------------- ❑ 13. Flood elevation certificate. ------------------------- --------------------------------------------------------------- x'14. Sanitation and plot plan approval Health Department. ❑ 1'5.` Cit} of Chico plumbing permit.--------------------------------------- 1116. -------------------------------------- ❑16. Plot plan and business license approval fro the Cityof Biggs. ------------- -------------------------------- ❑ 7. lanning approval for (A) Use: « _ (B) Parking: -------------------------- �s-2- &D ontact Land Development about M Improvements, ❑ Drainage—Parcel.----------------------- A 1 1 ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑20. Pre -inspection for required Request to Building Inspector on 112 1. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. ----------------------- E123. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -- ❑ !4. Letter of signature authorization. ------------------------------- - 5. Recorded copy of Agricultural Acknowledgment Statement. ❑26. Letter of intent on building use. ---------------------------------. ❑27. Manufactured Home utility clearance. -------------------------- 028. Existing violations and/or expired permits. --------------------- 1129. ❑433 A, ❑Grant Deed, O M.H. Title, O Check to H.C.D $ 030. Other: When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. Telephone 89�' ) -77 :1 and hold fo pic p at C,orf 4 0 office. ❑ Deliver with inspector. QCT 12Ev //e?n/ 7 ov /. 11"6eZ2 7V Arl02ei5 CAR s,,ics e w&e C1nvES) Applicant Date: Copy of Haz-Mat form sent El Department, ❑ e Department, ❑O'Pollution Date: By: Copy of plans sent 11 Health Department, ❑ Fire Departme Lt, V Date: By: Index permit application for the above items numbered: 2. Additional items required: '+ F V 1 (Date) ❑ Plan Check List Contractor, designer own was advised of the above required data , mail, ❑ Building Division counter, by R ate: •7 Oo Contractor, designer, owner, was advised of the above required data by, pbpne, o mail, ❑ Building Division counter, by ate: - - ee Contractor, esigner, owner, was advised of the above required data by phone, 13mail, ❑ Building Division counter, by ate: Contractor, designer, owner, was advised of the above r data,�,,b�j(( ❑ phone, ❑ mail, ❑ Buil ' Did 'on counter, by Date: _�,,,-� Plans reviewed by: Date: •'L F6 Plans approved by: Date: vv Sets of plans on hod in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: n--:��t--^�--�-�- TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Plor)'Al.ochod *-'room, P* .4, hid B ' *Sent to B.O. /VI Ss>hci L.f Z 47-63o- O o?- Owner ZOwner Location AP# Plan Approved for: Sewage Disposal x Water Supply: Public Private Well Clearance for dAWAIG"'I". Other Z7 �vr�e Hold final for: Final clearance O.K. for: NOTE: G 113a 0O��/c% L�'Ir . 1. zl!] l 6 7— DD Environmental Health Specialist Date 8/96 V COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7` COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 J� SCHEDULE OF FEES DUE U OWNER J`JN" nI / f�5//Y/4 A.P. # ! 7" {d 6% PROPOSED BUILDING USE IV&4 ` - ��% DATE RECEIPT # DATE REC 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ .SCHOOL DISTRICT FEES C V (paid at District Office) /M AeiA-" / 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $2 Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt._JU4/ RECREATION DISTRICT FEES (paid at Distrjc Office) / 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) v' VSIRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) CSA 87 'TRAFFIC FEE $2500.00 (paid at Building Division)J" 1 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 5 .f -0 O Pursuant to Gove ent Code ction 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 hav 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) PleeJe complete she loliowtng irslormaaon at order to proem m i your submittal. If thus fors not co; And legible. it may :zuse z delay in processiaa. �„� f C AW,, 551,, /Ateceived 9y:� Date z K3 Owner's i�fame: �-- 7 A.P. N: 68o OZ- Permit Al: Time: Contactpbonelrutavor• purpose of submittal: O Pewit Apptioa Data � O Eogi�eer"so 0 Plan Revision r or ConVctidnNotice - Inspector's Name: 0 Requested by Building InspOC� •F.�camisur'sName: CC2•Requested By Plan s Fw msn+er'- O Other: submit �2) drawings reflecting the revision a plan which bas already been issues eats on these dra If you are revising eer must put his rogwrem review. If engineering is involved in this revision, the engin - and si the drawings. Include two (2) sets of wet slgood, engineering. stamp Sn _ .. _. _ __....a..� When Approved, Process as FOUOws: C3 Mail to Owner at this address: Ntat l to Contractor at this address: 0 call and hold for pickup at the Deliver with next inspection. C3 Chico Office C3 Orovclle G Cl Additioaal Fees Vol e�„ec1 Plan Check Fee: .io.00 Receipt b: IFF, and tome involved to process this SU dd maI] Sal fees Y be due based upon .-%IcIon Asdlclinal Fees: Receipt 0: FILA4 lqt& viblull ., PleeJe complete she loliowtng irslormaaon at order to proem m i your submittal. If thus fors not co; And legible. it may :zuse z delay in processiaa. �„� f C AW,, 551,, /Ateceived 9y:� Date z K3 Owner's i�fame: �-- 7 A.P. N: 68o OZ- Permit Al: Time: Contactpbonelrutavor• purpose of submittal: O Pewit Apptioa Data � O Eogi�eer"so 0 Plan Revision r or ConVctidnNotice - Inspector's Name: 0 Requested by Building InspOC� •F.�camisur'sName: CC2•Requested By Plan s Fw msn+er'- O Other: submit �2) drawings reflecting the revision a plan which bas already been issues eats on these dra If you are revising eer must put his rogwrem review. If engineering is involved in this revision, the engin - and si the drawings. Include two (2) sets of wet slgood, engineering. stamp Sn _ .. _. _ __....a..� When Approved, Process as FOUOws: C3 Mail to Owner at this address: Ntat l to Contractor at this address: 0 call and hold for pickup at the Deliver with next inspection. C3 Chico Office C3 Orovclle G Cl Additioaal Fees Vol e�„ec1 Plan Check Fee: .io.00 Receipt b: IFF, and tome involved to process this SU dd maI] Sal fees Y be due based upon .-%IcIon Asdlclinal Fees: Receipt 0: School District A.P. Number Property Owner BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) OJ� o W �� ��� l Building Department No. oy (' &, o — 00 7, Jurisdiction: City County John 4- Ca. r d q has complied with the requirements of Resolution No. 1 representing J square feet. School District Representative Paid by Check # / Remarks: t I YO • 9 ff by payment of $ 461,641-3S w J�AAB 2926 $ FULL MITIGATION $ 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 660201a), 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 ICEQA), 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.xis (10198)dmm a, a � •.. ♦.ti+T�'�A•...�.��..�i.tr�`I`�.rYfy.�11•wYM'•-yr:v^i�rw�r./sy.•:-�.{�"w.t"..'o' cry*. *r,•y�'...i�r..a l.�,�. �w.r n•N ?Y ..'.. l't• - _ � �j 4 BUTTE COUNTY PARKS DEVELOPMENT FBS CERTIFICATION FORM S CHICO AREA RECREATION AND PARK DISTRICT Assessor Parcel Number (s) Q �l %' 6a 90 00 z Property Owner John d" ra r (,�. Hefl Project Location/Address L._917u Ce, Subdivision �� Lot Number(s) Residential Development: (check one) New Development _Alteration/Addition Mobilehome(s) _Non -Residential to Residential T.otalt, Number of _,,Dwelling Units. rr Comment: -•/ 4 2 Building D artment R res ritative Date Chico Area Recreation an Park District (CARD) certifies that #ivy (Applicant Name,)" (Phone Number) (Street Address) n Ru ( City) ( State) (tip' fode ) has xomplied,ys th the -.requirements. of Butte Co. Resolution No. 90-140 by payment for dwelling units @ $1,189 for total payment of $ �l t C RD epre's'entative Dat t PAID BY CHECK NO. REMARKS: BANK N0. —_ y PAID BY CASH RECEIPT N0. Distribution: White --Applicant Yellow --Butte Co. Building Dept. Pink --CARD Goldenrod --City of Chico Building Dept. 07/13/00 3:20PH 00101520 park. fee ( form revised 11/90) CHER $1189.00 • T 0 0 0 0 RESEDENTUL PLAN 0 0 REV ' IEW GUIUD.E.. 0 0 SINGLE FAiVffL Y, D UPLEXAAD 0 0 MSCELL,4NEO US ONLY Owner: Building Permit Number: 00 44 1 Plans Examiner: A_,.P.Number: 00.7 —A'0- GENERAL: Qro rd Zoning requirements – (number of permitted living units). Building permit valuation.. Plans signed by the designer. Proper description of work. on the Application. Existing violations on the property. Recorded notice of violation. LOT PLAN: Complete parcel size and dimensions. Setbacks, side yard, easements, 6tc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic -and Drainage fees).... FAU & FAS road setback. Building or utilities across lot lines (record form). FLOOR PLAN: I. Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Egress windows (Uniform Building Code section 310.4). ,,,f Skylights (Uniform Building Code section 2409 & 2603.7). X Glazing in Hazardous locations (Uniform Building Code section 2406). ,,6" Required room sizes and ceiling heights (Uniform Building Code section 310.6). GFCl in baths', garage, kitchen, wet baf, and exterior receptacles (NEC 210). Prohibited locations of gas water heaters (tJ rm Plumbing Code 509& 1213.5). Prohibited locations of gas heating equipment'(Uniform Mechanical Code 304.5). OGarage firewall separatioh - required on garage side iiicludi)ig su"p"p" rtin".7 walls -and posits 's (U Building Code section 302.4 exception #3). 14 Wood stove location - Alcove clearance (UMC section 205 confined space & 223 uncoed space). ,�Z- Smoke detectors (Uniform Building Code section 310.9.1). 1 /Water closet clearances (Uniform Plumbing Code 408.5). V. Shower compartment minimum -1 024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). - Page 1 of 2 jC j{r1�7 V a_X1_ Q Q a -f Gyc 6C'A� ' dict STRUCTURAL DETAILS• 1. Conventional constructio — y shaped buildings (,Uniform Building Code secti n 2320.5.4). 0 re 2' Standard bracing or ngineered deli(�J ifi it Code se6tion 2320.11.3). —�5-� r (o 3: Clerestory requiring b g and/or engineering. `7 4 Three story building requiring engineered calculations and plans. (5. Foundation plan complete enough to construct building. `6 Floor construction details complete enough to construct building.u� 7: Elevations and wall constriction details complete enough to construct building. %we,(j / Y l 0' 8. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. r5Z� "/ Fireplace construction details and calculations if necessary.POK� tji'51 1 Garage door header size(s). YZVT � 2. orch header size(s). 0�_0,p �D wide— I /'1(Ye-Y 13. Stud heights. U �6 j ( 4&!4 Expansive soil — special foundation design required. 94'Retaining walls requiring design. 6 16 -Special Inspection requirements. 7Special sizes. _ r 18. Gypsum wallboard nailing inspection required. MISCELLANEOUS ITEMS: Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006).'. f /2/ Guardrails (Uniform Building Code section 509). Bnck or stone veneer (Uniform Building Code section 1403). 4" Exterior'plaster— weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). Roof covering type- (fire hazard). 7. Foam'i6guladon — protection. 3,67"',16,11s and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). 10,..Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). _Attic access and ventilation (Uniform Building Code section 1505). Combustion air for fuel burning appliances — LPG requirements. -- - 13 Sound requirements. Energy design compliance and supporting documentation. 4. Flashing at all exterior openings. 16. CDF responsible area requirements. 17. Building Permit requirements: 17.1. SRA. 17.2. Flood elevation certificate. 17.3. Fire Sprinklers required. 17.4. Special Inspection requirements. 17.5. = Use Permit conditions. - ... 17.6. Sub -Standard Housing letter. Page 2 of 2 0 0 Ppi -ECT PROCESSING RECORD ANT: r �eSSn� ra RAN REVIEW RESPONS ORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. If 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 a valid response to every item requested in our plan correction letter. `By others" is not considered a valid response. Please indicate your response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS_ OWNERS NAME C AOVrlac�-NA DATE: ASSESSORS PARCEL NUMBER PERMIT NUMBER 04-7- Co80-.00 2 00- 1109 RESPONSE FOR PLAN CHECK LETTER DATED: -14t,IS X012000 PLAN CHECK ITEM # I RESPONSE BY: LOCATION ON PLANS/CALCS: s �+T- I COMMENTS: e -7--05 O PLAN CHECK ITEM # 2 RESPONSE BY: LOCATION ON PLANS/CALCS: s RT. 2� 7 COMMENTS: i LA r e -7--05 O K ITEM # RESPONSE BY: 3 W LOCATION ON PLANS/CALCS: /A-T-rAc4 riF,r1 T PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: SEE ' A1rAG4EV L�TTER COMMENTS:� - I r2 � G (� J E � �GC Lj G GE. . 535 O. PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: ,E� trio O e, �J `A S: 0 NorthStar • ENGINEERING Civil Engineers • Planners • Surveyors July 20, 2000 Butte County Building Department 7 County Center Drive Oroville, CA 95965 RE: A.P. No. 047-680-002 Permit No. 00-1189 Dear Ms. Whitney, This letter is in response to item 4 on the plan check dated June 28, 2000. This wall line is okay by inspection with respect to lateral loading. If you have any further questions, or need further clarification, please call me anytime at 893-1600. Sincerely, Jeff Richelieu, PE NorthStar Engineering 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX -893-2113 Q�pFEss/o M. Rey �e FVFG �y � Civlt E pc CALF©� • Z = J I� 7 June 28, 2000 0 John and Candy Messina 1207 Windecker Dr. Chico, CA 95926 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 047-680-002 Building Permit Number: 00-1189 0�1 This office reviewed building plans for the permit application referenced above. The plans examiner's comments are listed in Part I below. Please respond in writing to each comment in Part -I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the recheck and approval of this project. If more than one party is responsible for plans, all party's must respond on the PLAN REVIEW RESPONSE FORM. PART -I Provide additional information and/or make revisions to plans, specifications and calculations as follows: . Plan will be noted that all walls and the ceiling in the garage will be covered with 5/8 inch Type X sheetrock with R.0 channel applied to underside of framing members at 16 inches on center. You cannot carry sheetrock to underside of roof sheathing with the framing configuration you have provided at the garage. Qe Either comply with allthe requirements of the soils report for this subdivision (available from subdivider) or provide a soils test with the index rating for this particular lot. Provide a foundation design for expansive soil if index rating is 20 or more. Provide manufacturer's specifications for the VAC system with an AFUE of 90 and a SEER of 12. 0, Exterior wall at masterbath does not comply with code for bracing and it is not included in your analysis. Either include in analysis or provide required bracing. Review of the building plans by the Butte County Building Division engineer has not been IRcompleted at this time.y additional comments from the engineer will be addressed by separate correspondence. Plan check will continue upon receipt of all of the above items. Additional comments may be generated from your response above where the plan documents were incomplete, inconsistent or not adequate to depict code compliance.. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. PART -II The items identified below must be submitted prior to permit issuance. These items were noted at the time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Pay impact fees for schools and park and return yellow copies to the building division. Sincerely, Martha Whitney Plans Examiner cc: Northstar Engineering 5;0001 Title : Custom Residence for Messina Dsgnr: MEM Date: Description Scope General Timber Beam Job # 7035 Page_ g Description Beam at Family Room - BM6 so G Stress Calcs Bending Analysis Ck 22.210 Rb 7.215 Sxx . Cv 0.960 232.547 in3 Area 84.563 int Max Moment @ Center 33.84 k -ft Sxx Req'd Allowable fb @ Left Support 0.00 k -ft 177.50 in3 2,288.01 psi @ Right Support 0.00 k -ft 0.00 in3 2,303.72 psi - Shear Analysis @Left Support 0.00 in3 2,303.72 psi Design Shear 5.80 k @Right Support Area Required 35.166 in2 7.55 k 45.772 in2 Fv: Allowable 165.00 psi 165.00p si Bearing @ Supports Max. Left Reaction 3.89 k Max. Right Reaction BearingLength Re g Req 1.357 in 5.64 k - a Bearing Length Req'd 1.965 in . ;Query. Des - - M, -V,& D @ Specified Locations Moment @ Center Span Location = 0.00 ft 0.00 k -ft Shear Deflection @ Right Cant. Location = 0.00 ft 0.00 k -ft 3.89 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in 0.00 k 0.0000 in c:\d\7035 messina\7035.erw c r\vv-u A111 WiIEN RECORDED MAIL TO: -. BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 rd Ori 014 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 02:09PM 07 -Jun -2000 REC FEE 10.00 CONFORM .00 Maureen Page 1 of AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT _ FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte CountyCode 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: Date (le- /-100 State of California County of &J. PROPERTY OWNERS: J0I J. MEss��A On -J K nA I , 2-0-0-0 before personally appeared Sohn '-) Personally !mown 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 and and official seal AAAAAAAAn Signature Seal: 1 .-� TAMI BARLOW A.P.# 0L/%-1-A?6- o o ,— COMM.4 1114156 NOTARY PUBLIC -CALIFORNIA Ca COUNTY OF BUTTE Comm. Expires Nov. 19, 2000 ORDER NO. BU -180450 TB DESCRIPTION THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED.AS.FOLLOWS: PARCEL I• LOT 2, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "AUTUMN PARK SUBDIVISION PHASE 1", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 12, 1999, IN BOOK 147 OF MAPS, AT PAGE(S) 99, 100, 101 AND 102. CERTIFICATE OF CORRECTION RECORDED AUGUST 24, 2000, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 2000-14720. THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED SEPTEMBER 20, 1999, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 99-40035, BUTTE COUNTY, CALIFORNIA; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET FORTH HEREIN AT LENGTH- AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. AP#: 047-680-002-000 PARCEL II• A 30 FOOT WIDE EMERGENCY ACCESS EASEMENT OVER LOTS 1, 11, 12, 17 AND THE REMAINING LAND AS SHOWN - ON THAT CERTAIN MAP ENTITLED, "AUTUMN PARK SUBDIVISION PHASE 111, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 12, 1999, IN BOOK 147 OF MAPS, AT PAGE(S) 99, 100, 101 AND 102. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. PARCEL III• A 20 FOOT WIDE WATER LINE EASEMENT OVER LOT 21, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "AUTUMN PARK SUBDIVISION PHASE 1", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 12, 1999, IN BOOK 147 OF MAPS, AT PAGE(S) 99, 100, 101 AND 102. .,ND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 ,,CORY -of Document Recorded 07 -Jun -2000 2000-0020986 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for.agricultural purposes, and residents of this property may be subject to'inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations.- All perations:All that real property situate in the County of Butte, State of California, described as follows: Date W1_ 1-106' State of California County of F^,- k On J PROPERTY OWNERS: J 0 1-1 J . PV Z's 5?'JA before 0 personally appeared soh n ., . i'V1eSs + I a- personally (mown 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 and and official seal. Signature c C Seal: TA11�1 BARLO�V A.P.# COMM.4 1114156 NOTARY PUBLIC -CALIFORNIA e COUNTY OF BUTTE ..19, 2000 Comm. Ezpiras Nov ORDER NO. BU -180450 TB DESCRIPTION THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I: LOT 2, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "AUTUMN PARK - SUBDIVISION PHASE 1", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 12, 1999, IN BOOK 147 OF MAPS, AT PAGE(S) 99, 100, 101 AND 102. CERTIFICATE OF CORRECTION RECORDED AUGUST 24, 2000, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 2000-14720. THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED SEPTEMBER 20, 1999, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 99-40035, BUTTE COUNTY, CALIFORNIA; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND 'EFFECT AS THOUGH FULLY SET FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE,TERMS OF SAID DECLARATION. AP#: 047-680-002-000 PARCEL II• A 30 FOOT WIDE EMERGENCY ACCESS EASEMENT OVER LOTS 1, 11, 12, 17 AND THE REMAINING LAND AS SHOWN ON THAT CERTAIN MAP ENTITLED, AUTUMN PARK SUBDIVISION PHASE 1", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 12, 1999, IN BOOK 147 OF MAPS, AT PAGE(S) 99, 100, 101 AND 102. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. PARCEL III- A 20 FOOT WIDE WATER LINE EASEMENT OVER LOT 21, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "AUTUMN PARK SUBDIVISION PHASE 1", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 12, 1999, IN BOOK 147 OF MAPS, AT PAGE(S) 99, 100, 101 AND 102. ❑ APPROVED Permit #: go — (g Date: Genera/Information Owners Name: SJE`r� E S S j JO C)v Parcel Acreage: / A Owners Address: 20 % 11J 1 �, �� Tc? 012 CQ i CA 0� S Z Building Site Address: n iTIONALLY APPROVED, : . " , ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE ProoedlKIMormation Permit Type: ❑ Agriculture Building 0 Commercial ❑ Industrial ❑ Mobile Home ®. SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Septic ❑ Well ❑ Other Zone District: 1' _ I Date of Zoning Ordinance: General Plan: 'A 2 Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement a No [I Yes, check use Minimum Acreage: Nitrate Action Plan SNo E]Yes Violation Area %No ❑ Yes C—SA Q Specific Plan ❑ No Yes - ER Chico ❑ D2N ❑ Cohasset Enterprise Zone No ❑ Yes, Check use ❑ Floodplain No Yes Zone:_ Panel Number: O I—S 20 Cr ❑ Watershed Protection Zone No Yes Proposed Use Complies With: General Plan 0 Zoning Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Accessory Building Use Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown (J—' Other Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: Zoning Code Street & Hi hwa s Fre Prevention Subdivision Ma Front Side Side street Rear Height Permit c%arance Environmental Health Issues - Septic Permit Review: Agriculture Affidavit Required ❑ No ❑ Yes Well Permit Review: Designated Well Site r ❑ No ❑ Yes Land Development Review: Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes ?arcel Created by: ❑ Deeds Date of Creation: Legal Access Provided: Deed Reference: Legal Access Required: Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: - JR Map Date of Recording: Lot: aF-- Block: Book: • 1'� 1 Page.� Z :ondidons That Must tie Met Prior to Issuance of Permit* ❑ Verify legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Constn:d road to ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. ❑ Other ;eneral Comments: c 4�>a� a3, cov�rz��� 1-5 c� e S Fa G Tal - '� �S C- Zg:4b v 6- r=o2t>st(g i