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041-640-016
o n r V F2� 041-640-016 00-2761 SWANLUND, ANDY'' 3629 SUNVIEW, PARADISE� CON'fR:NA l Ld- ` SINGLE FAMILY 3BDRM / 1 041-640-016 . � 06-1607 BANNER, BRAD ' 3629 SUNVIEW DR, PARADISE Cont: OWNER SHADE STRUCT OVER POND B07-1908 041-640-016 MISCELLANEOUS Fireplace/Wood Stove REMOVE EX FIRPPLACI R INSTALL 3629 SUNVIEW RD BANNER,BRAOLFY f BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 3629 SUNVIEW RD Owner: Permit NO: B07-1908 APN: 041-640-016 BANNER, BRADLEY Issued Date: 9/7/2007 By GLB Permit type: MISCELLANEOUS 3629 SUNVIEW DR Subtype: Fireplace/Wood Stove PARADISE, CA 95969 Expiration Date: 9/6/2008 Description: REMOVE EX FIREPLACE & INST-A. (530) 877-1141 Occupancy: Zoning: Contractor Applicant: Square Footage: BANNER, BRADLEY Building Garage Remdl/Addn 3629 SUNVIEW DR PARADISE, CA 95969 Other Porch/Patio Total (530) 877-1141 FEE INFORMATION DBMSC Fireplace Pre-fab/Metal $116.00 Total Charged: $116.00 Fees Paid: $116.00 Balance Due: $0.00 Receipt No: B4551 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that 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 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 pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the X basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil of not more than five hundred dollars 9/7/2007 penalty [$500]; Please check one of the following: Contractor's Signature Date ❑ 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 Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: HAVE the work himself or herself or through his or her own employees, provided that such improvements ❑I AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). ❑ I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section 3700 ,�, I r _ ria OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED LJ CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors License Law.). Carrier: Policy Number: Exp. Date: is (This section need not be competed if the permit for one hundred dollars ($100) or less. ❑ I AM EXEMPT under Se n B. & P.C. for this reason: ❑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'X 9/7/2007 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owner Signatur Date provisions. X 9/7/2007 1 hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused arising out in any way connected with the issuance of this pe ' . I hereby acknowledge thatt is issuance of thisis pea rmit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. use or occupancy k y si , street, or subsidewalk. I hereby authorize representatives of Butte County to ante a ab mentioned property for inspection purposes. I hereby certify that I am the property o err r a uthorized to act on the property owner's behalf. CONSTRUCTION LENDING AGENCY 13 9/7/2007 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Nanhe Of P2 ee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) Owner ❑ Contractor OR. Agent for Owner ❑Agent for Contractor FILE COPY Lender's Address City State Zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OF APPLICA TION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** OWNER INFORMATION Last Na Firs me '_A Mailing Add It G 2 la br. city FA/"J1 v P� I i ti 6c, Phone S3:z� . $ T7 - 1141 Fax E-mail h v 0 APPLICANT INFORMATION CONTRACTOR Name City Address Zip City Fax State Zip Phone Fax E-mail Open Cov Lic. # j Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Fax E-mail Open Cov State License Number APPLICANT INFORMATION Name O�(A: Address City State Zip Phone Fax E-mail APP ANT SIGNATURE X PERMIT NO. Rd� .19 BIN # PR JECT LOCATION AP# (\ rr �ctC d City WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPEOF WORK: v' )-. f c! rr T� rr �ctC d 1�100� 't` (rc rkZ PvJ c ecv ti" I No Occ. Type Const. Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): j For office use only: Zoning Flood Zone SRA I Yes I No Occ. Type Const. CJ`SS1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP061607 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 08/01/2006 APN: 041-640-016-000 the Business and Professions Code, and my license is in full force and effect. License Class : License Number: Site Address: 3629 SUNVIEW RD PAR Date: Contractor: Map Index: Description: SHADE STRUCTURE (352) 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 Owner: BANNER, BRADLEY AND JEANNETTE 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 3529 SUNVIEW DR 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 PARADISE, CA 95969-8102 applicant to a civil penalty of not more than five hundred dollars ($500).): 530-877-1141 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: BANNER, BRAD such work himself or herself or through his or her own employees, 3629 SUNVIEW DR provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one PARADISE, CA year of completion, the owner -builder will have the burden of 95969 proving that he or she did not build or improve for the purpose of sale.). (530) 877-1141 O I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does ,,not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed Contractor: pursuant to the Contractors' State Licens ). ❑ 1 am Exempt under Article 3 of t siness d Professions Code 91,106 Date: Owner: WORKERS' COMPENSA 10 CL ATION .,, I hereby affirm under penalty of perjury one of the following declarations: License #: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as Architect: required by Section 3700 the Labor Code, for the performance of Engineer: g the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 352 S.F. Policy#: I certify that in the performance of the work for which this permit is Valuation: $5,632.00 issued, I shall not employ any person in any manner so as to Census Code: become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: O Applicant: WARNING: Failure 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 1�6 code, interest, and attorney's fees. I b 0� 7 CONSTRUCTION LENDING AGENCY This permit is hereby iss d.under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolutions to d rf . dicated� ove for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Name: BY:Date: 6 Address: PERMIT EXPIRES ON: Date ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or th ul uthor' 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 a y ficial f or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: 3.re, k *5C, 1OY`C✓ Signature: ell O /l /o6 Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 BUTTE COUNTY PERMIT DEPARTMENT OF DEVELOPMENT SERVICES NO. BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 BP 001 Cc OFFICE #: (530) 538-7541 BIN # A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" 4 2-015 ' 51YEP k. s0 OWNER INFORMATION Las ame n per i Name Address 362Ct 5%mviCw DriUr City PAMJ.-V States. Zip 9S969 Phone (.53D) 877-11,41 Fax E-mail � �Ch�r �N'E't�.7 n • h� APPLICANT SIGNATURE X For office use CONTRACTOR Name Sel� n0K Address City Yes State Zip Phone Type Const. Fax E-mail Map Book Lic. # Class APPLICANT SIGNATURE X For office use ARCHITECT/ENGINEER Name n0K Address City Yes State Zip Phone Type Const. Fax E-mail Map Book State License Number APPLICANT SIGNATURE X For office use APPLICANT INFORMATION Name S A ►+%e c. S o W�Qr Address City Yes State Znp Phone Type Const. Fax E-mail Map Book APPLICANT SIGNATURE X For office use AP# oil -- 640_ o1C Zoning la Flood Zone SRA Yes No Occ. Type Const. Subdivision Name Address Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS161dgApplSubRgmts.doc PROJECT LOCATION AP# oil -- 640_ o1C Property Address 362.9 S 01-t Acw 14 c"Jf. City Cross Street Benz WORKER'S COMPENSATION Policy Number � %a Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name h A,- Address Description or Scope of Work: 13�i1ca S �r�a.c S�'vv��1/�C' dJU M.� Sq FT- Living Garage Open Coy(3 ❑ 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 applicatn`on. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by-tb, Amount r) -0,F).00 Bldg ��ln�t� 1f1 �Ctl�1"i�Ai�er 0(2 SRA Receipt #: Lj�'p�5� Sheriff �1nQck-fSMIP 9 Date: _� Other 11 l D 20C J Total Page 1 of 3 REV B-12-05 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County,Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET 6P VNK"') OWNER: Banner - - ASSESSOR PARCEL NUMBER 0 -1 - (D -'t V' - V I Proposed Building Use: 'ShI & l,�no C f ort Permit Technician: � .V - Date: /'�0 Items required in orde .to apply for a permit All bones MUST be checked OR marked NA in order to apply. 1. Site plans,Wr 4, pts, signed by the preparer of the plans. �Xl_�! 2. Complete plansJ3 r 4 sets, signed by the preparer of the plans. ❑3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate• ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. 11. Hazardous Material Form 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other Rqm1aining items needed to issue the permit (May require additional plan review upon receipt o��tp bllowing items.) hico rm 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Cville, as applicable -I% 1-U' 15. Fire Sprinklers...........f'.............................................................................. ❑ 16. Agricultural Buffer dr` and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... ❑ 18. Erosion Control Plan Required........................................................................ :w Q 19. Fees as shown on the attached Schedule of Fees Due Sheet .............................. 20. City of Chico Plumbing permit........................................................................ ❑ 21. Site plan and business license approval from the City of Biggs .............................. 0 22. California Department of Forest plan approval ❑ paid. Sent by: 23. Planning approval for (A) Use:11. (B) Parking: (C) Parcel Check!�..... ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ / 25. Fire Marshall Review (commercial projects only). Sent by: ...................... NAIN26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... 1129. Worker's Compensation Carrier and Policy Number.. ........................................ VAN 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction......................................................................................... N�i35. ❑ Legal desc iptiorl ❑ M. . Title, title search, registration or MCO ......................... m 36. Other. PbY - ( (Z�AI(1'rCi1iA ❑ 37. Other. When issued Telephone� TO St, i 7 - (14 Okk4tr and hold for pickup. I have been informed of thove�' ems and requirements for obtaining a building permit. Applicant Date: 7I3I L 1. Index permit app' ation a e items numbered: Plan Check Letter 2. Additional items r ed Contractor, designer, wner, was advised of the above data 0-A phone, ❑ mail, ❑ counter, by Date: - -Q Contractor, designer, ow r, was advised of the above data by E3 phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owe Plans reviewed b dvised of the abov da b ❑ Date: phone, ❑ mail, ❑ c Date: Plans approved by: . Structural reviewed by: Date: Structural approved Date: Date: Note transfer by: Date: Yellow: Building Division I ' Plot Plan Attached Floor Plan Attadied Sent to BD/DS I TO: Building Division = Development Services FROM: Environmental Health SUBJECT: Sanitation Clearance �,y gA �� Owner Location AP# Plan Approved for: Sewage Disposal: Water S pply: P lic -""'Private Well Clearance for dwelling. Other X02qff � Hold final for: Final clearanl NOTE: O.K. for: 51 Building Clearance 9/2005 Banner Shade Structure Project Description My,wife and I would like to build a shade structure over our Koi pond. The structure will utilize 4x6 posts, 2x8 beams spanning 14 ft. The beams will be interconnected with 2x4s hung 2 ft on center. The slats used.for the cover will be''/z inch cedar strips, 2 inch wide, separated by 2 inch gaps. The location of the septic tank/effluent pump is shown on the sanitation report from Paradise Sanitation Company. Please note that there will be no deck, just a shade structure. 5 07/11/2008 16:12 FAX 530 899 9531 RECORDING REQUESTED By.. Fidelity National Title Company of Callromia Eaerow No.: 06.399799 -Me Leeeta NO- cAHGD958 M%-0003-0000309799 Title NO.: 06.3011790 When Recorded Mali Dolmment and Tax Statement To: Mr. and Mrs. Bradley Banner 3629 Surview Drive Paradlse, CA 95969 FIDELITY NATIONAL TITLE 1a002/004 2006-0022738 Recerded I WE FEE 2.011 OfFic�ty olir f I TH 1M.58 But I nA18M a. GLIM I Coanty RarkrRecmdvl 1 89!NM 64�-M Y -M i Page I of 3 111111111111111110111111111111 Arry. Ug1-e90-016 SPACE ABOVE THIS LME FOR RECORMR5 USE GRAM DEED The undersigned grantor(s) declare(s) Documentary trangfer tan is $s66.5Q -X ] =nputed on full value of ptnMity conveyed, or f ] oDmpueAd on full valueless value of Ilens or encumbrances remaining at time of sale, ( r. ] Unlr=rporated Area City Cf /unincorporated area, FOR A VALUABLE CONSIDERATION, receipt of which Is hereby acknowledged, Anders W. Swanlund, an unmarried man hereby GRANT(S) to Bradley Banner and Jeannette Banner, husband and wife as joint tenants the foHouving desMbed real prgmrty In the City of /unlnoorporated area, County of buWe. Stata of piibrnla: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF DATED: April 26, 2006 STATE OF CAL IFORW ) . COUNTY OF 17 6 beflone me, (here insert name and title of the officer), personally aPp6ared Andera W. SwmnloinA Personally known to me (Or proved to me nr the basis or satlsfac6Dry evidence) to be the persons) whose names) War* subscribed to the within instrument and MARION L 6ECKER dCknOwledged to me that he/she they executed tN same Camm. n 6=2 In his/her/their authorized capacity(ies), ap nd that by hls/her/their signature(s) on the Instrument the person(s), or the entity upon behalf of which the Persons) acted, executed the Instrument. MAIL TAX STATEMENTS AS DIRECTED ABOVE / 11 0 01� - / Z4 <" /_/ ders W. Swanluni Witness myA'and 4Wa fk9al seal. Signature FD•213 (Rev`7 0)(02.06) � roortp�r�uo�Nw p �� oxKw�onE�Ap�� 4Dtn GRANT DEED Desoziption: 8utte,CA DOCUUWnt-Year. Do CID 2006.22738 Page: 1 of 3 ordor: MMM Cogent: 07/11/2008 18:13 FAX 530 899 9531 FIDELITY NATIONAL TITLE Ia003/004 Eac+ow No.: 06,90879"8 LO=te R0.3 CAFNTDgS$-W58-0003-0000.3D8799 TWe Ro.: 06.308799 EXHIBIT "A" THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE UNINCORPORATED AREA, COUNTY OF 9UTTE, STATE OF CALIFORNIA AND IS DESCRIBED AS FOLLOWS! PARCEL I: Lot 51, as shown an that certain map entitled, "MOUNTAIN OAKS ESTATES, A PLANNED UNIT DEVELOPMENT', which map was recorded in the Office of the County Recorder of the County of Butte, State of California, on December 29, 1994, in Book 135 of Maps, at page(s) 60 through 64. PAROL 17: A nonocclusive right and easement of enjoyment In and tD the Lot A, including Ingress and egress, as shown an that certain map entitled, "MOUNTAIN OAK ESTATES, A PLANNED UNIT DEVELOPMENT, which Map was remrded Office of the County Recorder of the County of Butte, State of Califiornia, on December 29, 1994, In Book 135 of Maps, at page(s) 60 through 64, PARCEL III: An easement granted in perpetuity being nonrevocable and also being transferable by the grantee to any Individual, corporation, partnership, of public body or agency. Said easement Is for the installation, maintenance, repair, replacement or expansion of Sanitary sewer Alpe lutes, storage facllltles, Irrigation radishes, the right to utilize the following described easement to receive irrigation water from said facilities and all outer appurtenances to said uses induding Ingress and egress, in, over, across and under the following described parcel. Being a portion of Sections 18 and 19, Township 21 North, Range 4 East; M.D.B.&M. , more particularly described as follows: Beginning at the southwest comer of said Section lo, said ommr being marked by a standard Department of Water Re9ourees monument as shown on that eertaln Map mMrded In Book 42 of Maps, at page(s) 6, Butte County Ofncfal Records; thence leaving sold point of beginning along the West line of said Section 16, North 00° 05' 547" West, 620.00 feet; thence leaving sold West tine South 900 00' 00" Eesti 910.00 feet; thence South 000 00' 00" West,1145.07 feet to the Northerly right of way line of Mesllla Valley Road; thence along said Northerly line South 33' 27 10" West, 57.22 ffeet to the beginning of a curve concave to the Nortltyest having a radius of 270.00 feet; thence along said alive 334.66 feet through a central angle of 710 00' 00"; thence North 75n 21' 50" West 441.61 feet to the beginning of a curve concave to the South; thence fiollowing said Carve along a radius of 430.00 feet, through a central angle of 19° 43' 17" an arc distance of 148.01 feet to the West line of said section 19; thence leaving said Northerly right of way line along Said West line of Section 19, North 000 38' 14" West, 368.93 fleet to the point of beginning. PARCEL IV: An easement granted in perpetuity being non revocable and alio being transferable by the grantees to any Individual, corporation, partrIWs hip, or public body or agency. Said easement Is for the installation, malntenance, repair, replacernent, and or expansion of Sanitary sewer pipe lines and all other appurtenances to said uses including Ingress and egress, in, over, across and under the following described parcel: Being a portion of section 18, Township 21 North, Range 21 North, Range 4 East, M.D.B.SM. more particularly described as follows: A Sanitary sewer easement 30.00 feet In width lying 15.00 feet on each side of the following described centerline: Commencing at the Southwest Comer of said Section 18, said corner bein marked Department of Water Resources monument as shown on Mat certain map recorded In Book 42 of Ma at standard ReCMds; thence leaving said oommenctemerrt Int al psi page(,) 6o Butte County 820Official 0 �; therhte leaving said West line South � O0' 00-E � 04.271 Beet to a true its t North, beginning 05 47 west, lowing described centerline; thence leavingsaid int of point of beginning for the following point beginning North 09° 27` 14" East, 269.26 feet; thence North 150 00' 04" Description: Butte,CA Document-Year_DocrD 2006.22738 Page: 2 of 3 ordar: MW Comnant: 07/11/.2006,16:13 FAX 530 899 9531 FIDELITY NATIONAL TITLE IaOO4/004 r� .tea East, 391.45 feet; thence North 05°32' 194 Eftt,187.07 feet; tfience North 339 IT 45" East,143.71 feet thence North 680 49' 470 East; 201.63 fleet; thence North 750 48' 47" East, 151.14 fret; thence South 81° 37' 06' East, 235.74 feet to a point in the NwtCounty ,east�erty Ilse of parr el 1, as shown on that o�ln parcel map r»oorded In the Office of the County Recorder of the County or &Rbe, Sbaft of Callfbmla, In Book 102 of Maps, at page(s) 25, said Northeasterly line being labeled North 340 25' 58" West 143.34 feet on said map. Said point being tate terminus of the herein dmWbed ienwIlne. t L Description: Butto,CA Document-Yaar_DocID 2006.22738 Page: 3 of 3 Order: JL� Comment. OWN -ER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the malpr labor and material for construction of this proposed property impro ement: YES .LV J NO [ ]. 2. I HAVE [HAVE NOT [ ] signed an application for a building permit for the proposed work- 3. ork3. I have -contracted with the following person (firm) to provide the proposed construction: NAME: n �� ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and -provide the major work NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE. TYPE OF WORK SIGNED: PROPERTY OWNER DATE: 7 % 3 / v � NOTE: This Owner -Builder verification is required by Section 19931 and 19832 of the California Health and Safety Code. Butte County Department of Development Services err ADMINISTRATION `BUILDING `GIS `PLANNING o , �o 7 County Center Drive o ! o Orolle, CA 95965 u == • �M� a vi (530) 538-7541 Telephone C +D (530) 538-2140 Facsimile U-µ OWNER -BUILDER INFORMATION Dear Property Owner: An application for a building;pemut has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permiL Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her -name. Contractors are required by law to be. licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law.to;put.their license number on all permits for which they apply. If you plan to do'your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally orthrough their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner4milder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, Scott Rutherford Chief Building Inspector N(1TF- This Owner -Builder Information is reauired by Section 19830 of the California Health and Safety Code. Bute County l�eparlmel�t ofDe velopxn C12 t S0119ces °�V ,11 f° t ti.. ° 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone cOUN1 (530) 538-7785 Facsimile BUILDING PERMIT APPLICAu6N WITHOUT REQUIRED CLEARANCES [ request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatoryentities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledgd: a I need to submit applications for septic and/or well to Butte County Environmental Health immediately. I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained a I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for'disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the buildintr permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other.. entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to. all mitigations -and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/spmies). Please print: Applicant Name. 9 if c, d e Y)v-xu APN: Building site address: '36) 2ct S ,3V"Vj Q w Permit No.: 07 ?1VC,c1,tc, CN JSg6q I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: 7%310 � SIGNATURE 0F APPLICANT DATE PRTMENT P uTT /, ° �° o o i `\ ° ° IJ t4l A�BLIC �5 Department C o u n t J. Michael Crump, Director i of Public f B u t t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National 'Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE] Project Description: Sr In e_ 1'r S +e,., C_ +0 A Project Location and/or Parcel Number: /1 P r.1 61F 1 ^ G 4 o - O l i5 By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: F,CrCi why Date: 7 31 y 0 Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program T_ _-CMA1- u r _ff N yam: ��Itli�li�ll� Hill ilml■li mimmillolmill ,i t i. ...1t , �• '� 5) CL ri Ve `iii , _ S �C ✓1C� '- J f •�� r�E� lZ / I tti 0 w L4' BUTTE C®UNTY ;t. UIL.®ING DIVISION APPROVED. 1 f o' y�w.�crtc rbc IT' ........ ._....__._... a NO- fia S«t(' COUNTY )"DIVISION ►OVED 4 _v_. e . �. _.__zl.<> -�. � h g—,..� ; --fie— -�j ����..v. � .,._�► - � .._�,� � � Z � _� COUNTY )"DIVISION ►OVED 4 2 xe ro II. IV air _._.. _`` ,._`..._..__......_..__ i , , i �l t�t �'1 L� ►N NSC Ylt� l'.�� rAC.K i S �L t W L ►e+f v% BU IT'E COUNTY BUIL®4NG DIVISION ,All iV„�bs� is GCFT � e,.,rcpT 4K i i All Wood iS Cr C P T' P P4 ►7 S a Ye SsI%)CK zc LDJ+r aid a\Sz Ina:l�1 2 Y s b I -w e.Cv\ lora ctec* l b ea �i arc k u "5 wt �-k $u-rTE couNrY BUILDING DIVISION ream, i. e m , August 27, 2007 Brad Banner 3629 Sunview Drive Paradise, CA 95969 Re: Backyard trellis. Owner: Brad Banner Location: 3629 Sunview Drive, Paradise, CA 95969 Streamline Job No.: 632 To Whom It May Concern: On August 27, 2007 I examined the trellis structure located at the above address for Mr. Banner. I found the structure to be of good quality construction and to be structurally sound. It appeared to be constructed in accordance with the structural calculations prepared by this office and dated 8/27/07. These findings are based on my professional opinion and are not intended as a warranty of any kind. Please contact me if you have any questions at 892-1100. Sincerely U}T�:_ :L 4-1 ` ,4.BUILDING 01 Jeff Richelieu, PE �t APPOVff President 06, 11-07 Streamline Engineering, Inc. �/L y�o 7 C� Q�pFE� M. RlcyFl C,G� ti co 90 c m d 301 0 Page 1 of 1 60 Independence Cir., Ste. 201 0 Chico, CA 95973 0 (530) 892-1100 • Fax: 892-1115 STRUCTURAL CALCULATIONS ()FESS/0* CLIENT: Brad Banner A. R/Cyd F� PROJECT: Trellis ti� `��0 co C53 m LOCATION: 3629 Sunview Drive, Paradise, CA u� gyp, 6► l09 JOB. NUMBER: 632 DATE: 08/24/07 �� OF LOADING CRITERIA BASED ON THE 2001 CALIFORNIA BUILDING CODE: SEISMIC ZONE: 3. WIND SPEED: 75 mph EXPOSURE: B (Method 2 used u.o.n.) i ` ` ti nti .► i-�� SOIL BEARING: 2000 psf (per CBC Table 18-1-A) ARE SPECIAL INSPECTIONS REQUIRED FOR ELEMENTS DESIGNED IN� - THESE CALCULATIONS ? No NOTES: 1. Streamline Engineering is not responsible for the these calculations unless this cover sheet is stamped by Jeff Richelieu and wet signed with Red or Blue ink. 2. Any structural or non-structural items that are not specifically addressed in the following calculations are designed by others and are not the responsibility of Streamline Engineering. 3. The engineer is not responsible for on site inspection to verify compliance with the structural plans, details, or specifications. Workmanship is to be of the highest quality and follow the latest edition of the adopted Building Code, and local building department standards. 4. The Client is responsible for the location of the structure on the site. The Client shall verify that the structure is properly located with respect to property lines, set backs, adjacent slopes, and all other limiting factors. 0 Page 1 of G 60 Independence Circle, Ste. 201 • Chico, CA 95973 • (530) 892-1100 • Fax: 892-1115 r STRUCTURAL CALCULATIONS ()FESS/0* CLIENT: Brad Banner A. R/Cyd F� PROJECT: Trellis ti� `��0 co C53 m LOCATION: 3629 Sunview Drive, Paradise, CA u� gyp, 6► l09 JOB. NUMBER: 632 DATE: 08/24/07 �� OF LOADING CRITERIA BASED ON THE 2001 CALIFORNIA BUILDING CODE: SEISMIC ZONE: 3. WIND SPEED: 75 mph EXPOSURE: B (Method 2 used u.o.n.) i ` ` ti nti .► i-�� SOIL BEARING: 2000 psf (per CBC Table 18-1-A) ARE SPECIAL INSPECTIONS REQUIRED FOR ELEMENTS DESIGNED IN� - THESE CALCULATIONS ? No NOTES: 1. Streamline Engineering is not responsible for the these calculations unless this cover sheet is stamped by Jeff Richelieu and wet signed with Red or Blue ink. 2. Any structural or non-structural items that are not specifically addressed in the following calculations are designed by others and are not the responsibility of Streamline Engineering. 3. The engineer is not responsible for on site inspection to verify compliance with the structural plans, details, or specifications. Workmanship is to be of the highest quality and follow the latest edition of the adopted Building Code, and local building department standards. 4. The Client is responsible for the location of the structure on the site. The Client shall verify that the structure is properly located with respect to property lines, set backs, adjacent slopes, and all other limiting factors. 0 Page 1 of G 60 Independence Circle, Ste. 201 • Chico, CA 95973 • (530) 892-1100 • Fax: 892-1115 BY: JMR DATE: 8/24/2007 JOB NO: 632 PAGE: 2 GRAVITY LOADS: ROOF: ' NO ROOFING 0.0 PSF NO PLYWOOD 0.0 PSF FRAMING 3.0 PSF R-38 INSULATION (OPTIONAL) 0.0 PSF NO CEILING LINER 0.0 PSF MISCELLANEOUS 0.0 PSF DEAD LOAD 3.0 PSF LIVE LOAD 10.0 PSF TOTAL LOAD 13.0 PSF LATERAL LOADS: SEISMIC: 2.5'.36•W = 0.409 W (For cantilevered columns) 2.2" Where R = 2.2 For cantilevered columns Soil Profile = Sd For stiff soil profile Ca = 0.36 Per CBC Table 16-Q r=1 E = r' V ' W = 0.409 W (per CBC Eq. 30-1) Net Seismic Force = 0.409 W /1 A = 0.292 W WIND: Exposure = B METHOD 2 Wind Speed = 75 MPH Cq = 1.3 qs = 14.5 PSF DESIGN PRESSURE Ce 0-15' = 0.62 Cq'geCe = 0.0117 KSF 15'- 20'--1 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 only responsible for the structural items as noted in the following calculations. If changes are made to the design as detailed in these calculations without written approval from the Engineer, then the Engineer assumes no responsibility for the structure or any elements of the structure. 2. The Engineer is not responsible for any water proofing of any elements of the structure. The owner / contractor shall insure that all elements required to be waterproof are adequately detailed and constructed to be so. This includes but is not limited to roofs, deck ledgers, and retaining walls. 3. These calculations are based on a completed structure. The Engineer is not responsible for any elements that are not fully constructed or are not constructed according to the plans and details. 4. Building sites are assumed to be drained and free of expansive soil. These calculations assume undisturbed, stable soils, and level stepped footings. Any other conditions must be brought to the attention of the Engineer. 5. All footings shall bear on undisturbed soil with a footing depth below the frost line per local requirements. &J�+,M! ���+.,�DIVI �..> i...• a .; , , fes, N l APF"RO E 60 Independence Circle, Ste. 201 0 Chico, CA 95973 • (530) 892-1100 • Fax: 892-1115 BY: J rl TZ DATE: 0 I % JOB NO: 6-3 2 - PAGE OF • 60 INDEPENDENCE CIRCLE, SUITE 201 • CHICO, CALIFORNIA 95973 • PHONE: (530) 892-1100 • FAX: (530).892-1115 Yrm- BY: JMR cream a 8/27/2007 r JOB NO: 632 PG. 4 OF DETERMINE THE MINIMUM REQUIRED DEPTH OF EMBEDMENT FOR CONCRETE FOOTING USED TO RESIST LATERAL LOADS WHERE NO CONSTRAINT IS PROVIDED AT THE GROUND SURFACE. THIS SPREAD SHEET IS BASED ON 2001 CBC EQUATION IN SECTION 1806.8.2.1 MINIMUM LATERAL BEARING OF SOIL AT 1' BELOW NATURAL GRADE = 200 PSF IS 1 / 2 INCH OF MOVEMENT AT THE GROUND SURFACE OKAY DUE TO SHORT TERM LATERAL LOADS ? ENTER (1 FOR YES) OR (0 FOR NO) 1 YES LATERAL BEARING OF SOIL AT 1 FOOT BELOW GRADE (S1) = 400 PSF (SEE NOTE 1 BELOW FOR INCREASE WHERE OCCURS) EQUATION PER CBC: d = (A / 2) * (1 + SQUARE ROOT [ 1 + (4.36h / A) ]) WHERE I A = 2.34 * P l (S1 * b) = 0.412 P = 47 LBS (APPLIED LATERAL FORCE) S1 = 267 PSF (ALLOWABLE LATERAL SOIL -BEARING PRESSURE PER CBC TABLE NO. 18-1-A BASED ON 1/3 THE EMBEDMENT DEPTH) b = 1 FEET (DIAMETER OF FOOTING OR THE DIAGONAL DIMENSION OF SQUARE FOOTING h = 8 FEET (DISTANCE FROM GROUND SURFACE TO POINT OF APPLICATION OF P) dl = 2 FEET (ASSUMED DEPTH OF EMBEDMENT IN EARTH BUT NOT OVER 12 FEET FOR PURPOSE OF COMPUTING LATERAL PRESSURE) d = 2.1 FEET MINIMUM EMBEDMENT REQUIRED (CONTINUE TO RUN THE PROGRAM UNTIL d IS WITHIN 0.1 FEET OF d1) NOTES: 1. IF 1 / 2 INCH OF MOVEMENT IS;OKAY AT THE GROUND SURFACE DUE TO SHORT TERM LATERAL LOADS, THEN S1 VALUE MAY BE DOUBLED. 60 Independence Cir., Ste. 201 • Chico, CA 95973 • (530) 892-1100 • Fax: 892-1115 Streamline Engineering, Inc. User. KVJ-06x'.,6928. `ler 5.65A. 1-Dec--ZW3 (c)19832003 EtlEP.CALC Enginaring Scft rare Description TRELLIS ROOF Tide: Job # (O 3 2 Dsgnr. Date: 5:01 PM. 24 AUG 07 Description: PGj , ei Scope: Timber Beata & Joist 631ecw:Calculations Timber Member Intonation Code Ref 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined ' RAFrERs PURLINS BEAM Timber Section 84.00 20 2-2xS 2-2x Beam Width in 1.500 3.000 3.000 Beam Depth in 3.500 5.500 7.250 Le: Unbraced Length ft 1.00 4.00 7.50 Timber Grade 26250 Douglas Fir - Douglas Fr - Douglas Fr - 195.00 346.50 larch (North), Larch (North), Larch (North), Fb - Basic Allow psi 825.0 825.0 825.0 Fv - Basic Allow psi 95.0 95.0 95.0 Elastic Modulus ksi 1,600.0 1,600.0 1,600.0 Load Duration Factor 7.00 1250 1.2.50 1.250 Member Type I Sawn Sawn Sawn Repetitive Status 1.332.4 No No No Center Span Data @ Left End DL lbsu� 45.00 84.00 87.00 Span ft 7.50 14.00 15.0 Dead Load #/ft 12.00 12.00 6.00 Live Load Wit 40-00 37.50 20.00 Point #1 DL IDS 150.00 26250 84-00 LL lbs 195.00 346.50 2M50 @ X ftl Ratio CK OK ...,.; e _3n Oil, 7.500 Results Ratio = 0.9304 0.7221 0.7607 Mmax @ Center iMc 4.39 14.55 24.37 @ X = ft 3.75 7.00 7.50 tb : Actual psi 1,4327 9622 927.2 Fb : Allowable psi 1,539.8 1.332.4 1,218.8 ft 3.750 .ding ON Sending UK Betiding OK tv : Actual psi 51.7 29.5 24.3 Fv : Allowable psi 118.8 118.8 118.8 Shear ON Shear ON shear Ov Reactions @ Left End DL lbsu� 45.00 84.00 87.00 LL lbs 150.00 262.50 28125 Max. DL+LL lbs 195.00 346.50 368.25 @ Right End DL lbs 45.00 84.00 87.00 LL lbs 150.00 26250 28125 Max DL+LL lbs 195.00 346.50 368.25 Deflections Ratio CK OK ...,.; e _3n Oil, Center DL Defl in -0.100 -0.156y� -0.112 L/Defl Ratio 903.4 1,077.9 1,610.2 Center LL Defl in -0.332 -0.487 -0.359 LIDO Ratio 271.0 344.9 501.8 Center Total Defl in -0.432 -0.643 -0.470 Location ft 3.750 7.000 7.500 UDefl Ratio 208.5 261.3 382.6 7' x PA t !4 , ZxG I f , Y6 x N � � Z Y -L i I;L4r621016 II i� II 191 f ` ; x ZxG 2— PC2.% &3z To? -fir v,cw L ,-6-t .& , s6- 2 Ti U / 1 Gl C1t k,. *,;.c ,#,L e�.. a track P i V i C FT NOTES s i - RESIDENTIAL 041-640-016 00-2761 r SWANLUND, ANDY 3629 SUNVIEW, PARADISE CONTR:NA SINGLE FAMILY 313DRM t 1' ;a {' SPECIAL CONDITIONS CHECKED BY X SRA 4 li► FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS ti r OFFICE COPY i i Address t� ¢ GAS ' Meter By Date,��f— 1111 I ELECTRI Meter By �k D ------------------ t r , :T JOB FINALED Signatures��,V1� ') 7'--- V = OK 0 = Not OK - = Not Applicable * = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG Electric 7. Well Clearance 8 Disconnect Frmg.; Sills-Anchors-Studs-Rttrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. 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 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances - 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. 12. Permanent Foundation Only; License Decal 10. Plumb.; Cir. Test -Water Supply Test Date Light Niche Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J = OK 0 = Not OK - = Not Applicable = Not Readv RESIDENTIAL (Single & Duplex) Date 4nderfloor (Plans) OK except #'s Z mg -Setbacks -Easements -Flood -Slope Ftg., Main; Soils-Elec. .-/Z 1 /" tg. Depth 3!yFtg., Garage; Soils-Steel-Elec. d.-/ f' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ N Ftg. Depth 5. Stemyffils, Main; Ste el- Bloc kouts-Wrapped 6. mwalls, Garaqe; Steel-Blockouts-Wrapped WHoldDewKs—and Special Anchors Steel -Wrapped 8. Pier Fireplace Ftg.-Steel 9' .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 27' E.quip. Ground made up w/Mech Fasteners -Bond Gas & Water 2 ppliance Circuits ifir Kitchen & Conducto ize GFI Ubfeed Wire S 4LWt/ ga. Cu or AI -A. . it ize / / ga Cu or At 30. Range Circle ftcll/ ga Cu or AI.O n irc. / ga Cu or AI dated Neutral ❑ Yes O No 31. Service -Riser Conductors & Ground Main Disconnect Equip. Clearances Panels-Motors-Mech. Equip. 33. hes Closet Light -Shower Light -Spa Light 4. Smoke Detector Date ( Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date HANICAL (Permit) OK except #'s _Ak-Ducts Insulation & Support 3 . Ve an, Exhaust above insulation 3 .,�densate Drain & Overflow, Size & Grade Xnace-Vent Access -Comb. Air -Return Air Vent 115 outlet X. Attic Access & Platform if Furnace in Attic Date2>1 Card B-1 S Date Card B-1 Date Card B-1 Date Card B-1 Date_.FRAMING (Permit) OK except #'s Si s Proper Materials & Anchors 4 Is Studs -Nailing Spacing & Braces -Plates -Sound Wring Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) 4A -'fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date 12. Electric Underground a ers-Post Caps -Anchors -Connectors 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Windows or Exiting Doors -Sill Ht. & D' ensions 15. Access & Ventilation 16. Insulation Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Lairs; Width -Headroom -Rise -Run -Landing -Fire Protection Date I 11 1�„ AJ Card B-1 - Date Card B-1 Date I Card B-1 Date Card B-1 Date ne Compliance Certificate -Other Certificates 9,LUMBING (Permit) OK except #'s ddress Posted 1r er Htr.; Vent -Access -Combustion Air Baffle Pipe; Test & Anchor -Nail Protection Date ��� 19 D.W.V.; Test Fittings & Anchor -Nail Protection Card B-1 Date Card B-1 20. Shower Pan; Test, First Floor -Tub Access Comments at Final: 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date ( Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date EL RICAL (Permit) OK except #'s i re & Transformer Clearance -Ins. Protection E_!jac. Receptacles Spacing -Lights & Switches at Doors 2ze Boxes & No. of Conductors Stapled Romex Installed Close to Edge of Studs & C.J. 27' E.quip. Ground made up w/Mech Fasteners -Bond Gas & Water 2 ppliance Circuits ifir Kitchen & Conducto ize GFI Ubfeed Wire S 4LWt/ ga. Cu or AI -A. . it ize / / ga Cu or At 30. Range Circle ftcll/ ga Cu or AI.O n irc. / ga Cu or AI dated Neutral ❑ Yes O No 31. Service -Riser Conductors & Ground Main Disconnect Equip. Clearances Panels-Motors-Mech. Equip. 33. hes Closet Light -Shower Light -Spa Light 4. Smoke Detector Date ( Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date HANICAL (Permit) OK except #'s _Ak-Ducts Insulation & Support 3 . Ve an, Exhaust above insulation 3 .,�densate Drain & Overflow, Size & Grade Xnace-Vent Access -Comb. Air -Return Air Vent 115 outlet X. Attic Access & Platform if Furnace in Attic Date2>1 Card B-1 S Date Card B-1 Date Card B-1 Date Card B-1 Date_.FRAMING (Permit) OK except #'s Si s Proper Materials & Anchors 4 Is Studs -Nailing Spacing & Braces -Plates -Sound Wring Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) 4A -'fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date Z FRAMING (Continued) 4 a ers-Post Caps -Anchors -Connectors 4r. 4 g. Joist-Rttr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. F' eplace Ties or Type A Flue -Fireplace Throat Clearance c Access; Size & Romex Protection -Draft Slop -Ins. Baffles 50.!�S-drm. Windows or Exiting Doors -Sill Ht. & D' ensions 5 .age Fire Protection Framing Ppoperty Line Firewall & Openings 5 Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Lairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55.,oPlywood on Roof Overhang -Attic Vents -Rafter Outriggers ing-Nailing Veneer 51"7. eco Mesh -Drip Screed -Fd. Vents-Underflr. Access Area -Glass Interior/Exterior Wall Insulation -Wal 62. Infiltration -Walls -Wind s If Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date L (Plans) OK except #'s ia-fxt.51apl-boor & Sidelight Protection -Landings moke tector rnace Vents -clearance -Comb. Air -Connector - In Garage: Above Floor-Ducts-Mech. Protection C&IO-G.F Bath Fixtures & Tub Access -Spa EI. ' & Subpanel, Breaker Sizes &Labels irs & Rails Fir ce or Stove, Clearance -Hearth 4-00E'Ier,eutlets at Wood Panel, Int. & Ext. _. Kit. t. & Appliance; Ground -Air Gap -Cooking Clearance at Kit. Counter Door; CW! . . uct in Garage -Damper J. Wtr. Htr.: Vents -Clearance -Comb. Air Connector-P.R.V. in Gargpe-Above Floor-Mech. Protection rjiP16., & Mech. Equip. Listed for Location leq,RMceptacles in Garage (F.F.I.)-Romex Protection 611'nsul 'on -Foam -Looked in Attic 40�dRails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked nder Floor O Yes 82. Following Inst rive J Yes J NoMalks D Yes J No/Planters J Yes J No 83. Stuc wn-Finish it Disconnect, Electrical -Plumbing Ven bove Roof, Plbg-Appliance-Fireplace-Clearance to Openings Well, Disconnect, Electrical, Plumbing Ex or Elec. Trim, G.F.I. Receptacle -Underground en ' ion Throughout House Gla rotection or wns from Previous Inspections a st- ers Tagged, Gas -Electric Sewer Connected -C/O to Grade -HD Approval ne Compliance Certificate -Other Certificates ddress Posted Date ��� Card B- Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: THIS IS FIBER GLASS "' "' BLOWING WOOL INSULATION FTC FACT SHEET CLIMATE PROT' BLOWING WOOL INSULATION Bag Weight 25 lbs. Nominal (Minimum Net Weight of Insulation in this Package is 23 lbs.) R -VALUE MINIMUM THICKNESS BAGS PER 1000 SO. FT. MAXIMUM NET COVERAGE MINIMUM WEIGHT PER SO. Ff. To obtain an Installed The number of bags Contents of The weight per insulation insulation per 1000 sq. ft. of this bag should sq. ft. of installed resistance should not net area should not not cover insulation should (R) of be less than: be less -than: more than: not be less than: 11 51/< in. 7.0 142 sq. ft. 0.176.1bs. - 19 8% in. 12.5 79.9 sq. ft. - 0.3131bs. 22 10 in. 14.6 68.4 sq. ft. 0.365 lbs. 26 11:4 in. 17.2 58.0 sq. ft. 0.431 lbs. 30 13 in. 20.0 50.0 sq. ft. 0.500 lbs. 38 16% in. 26.3_ 38.0 sq.. ft. 0.659 lbs. 44 18% in. 30.5 32.8 sq. ft. 0.763 lbs. 50 2014 in. 35.5. 28.2 sq. ft. 0.886 lbs. 60 23Y4 in. 43.0 23.2 sq. ft. 1.076 lbs. Read This Before You Buy What You Should Know About R Values. The chart shows the R value of this insulation. "R" means resistance to heat flow. The higher the R -value, the greater the insulation power. Compare insulation R -values before you buy. There are other factors to consider. The amount of insulation you need depends mainly on the climate you live in. Also, your fuel savings from insulation will depend upon the climate, the type and size of your house, the amount of insulation already in your house, and your fuel use patterns and family size. If you buy too much insulation, it will cost you "more than what you'll save on fuel. To get the marked R -value, it is essential that this insulation be installed properly with pneumatic equipment. r BIC -194 7/97 01997 Johns Manville Corporation ✓U 1 .Johns Manville Johns Manville Corporation Insulation Group P.O. Box 5108 Denver, CO 80217-5108 Internet: http://www.jM.COM COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ' 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 -PERMIT O. ._. 49-----761 (Rev.12/96) -- APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 041-640-016 ZONING T3T in BUILDING PERMIT OWNER AMY TE 591-1837 SO. FT. OCC. BUILDING VALUATION .00 OWNERS MAILING T MWRAY SP 118 MCKENKEYVILLE CA 95519 16,8916 11 48.00 CONTRACTOR'S NAME TELEPHONE 140 C' 1,820.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER UCENSE NO. Filing Fee $ 20.00 Permit Fee $755.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 3629 SUNVIEW PARADISE CA 95976 Energy Plan Checking Fee $ 21-00 $ PERMIT FEE $ LAT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SIA? Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap M 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: SINGLE FAMILY 3/BRM Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 15 QQ Mobile Home I s I G I W 1@20.00 PERMIT FEE $ 150.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in 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, 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. Q I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason 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: Crrier olicy Number (The above sections need not be completed 0 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' mpe6nsation Prov' ions of section 3700 of the Labor Code, I shall farthwit co ply it h those rc ' ions. Ileof X'! Date 41 Signature pp (cant - El Own(r ❑ Contractor ❑ Agbnt An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service TO 46.00 CCCS.U000A W:.200A s GG OR CONST. DWEWNo OCCUP. 3.5QST. 10V . 80 ( N EW ca" MuiT�i o NON -REBID. BRANCH 97.50 PowFjL APPARATus 8 SINGLE OURET CIR. .00 FIXTURES EX. Occup. OUTLET OR SAt_ @ I.50 Ex. Occup. Dur11Xess Ao .°Ek 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 149.80 . MECHANICAL PERMIT Fling Fee 20.00 Heating SPLIT 30.00 Cooling R 15.00 Hood 6.50 6.50 Ventilation 4.50 PERMIT FEIE $ Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 Occ R3 CONST TYPE VN TOTAL FEE $ 1710:55 HAZ D. FEES IMP i� FLOOD tt11 CDF X PA EL PQ, X L�q X suE This permit is hereby is ed under the Butte County ode and/or indi abo for w ich fees have By PERMIT EXPIRES ON T I the applicable provisions Resolutions to do work been paid. D to ` Z7 eta ReceiptNo. 302796 - WHITE-D.D.S.-B.D. CANARY -ASSESSOR K -INS E T R GOLDENROD -APPLICANT "'�Lyr%`V'rY`'�•y'�`�'�`7tJY'`id'1`.�'M'� �i'.rMrC`.i � ♦ :�,,, ,i�3„ y . ✓,;,r'I{�Y+..+.;-.f�+l" ', COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE.,-.:OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PE"IT"PLICA TION DATA SHEET OWNER:. , ASSESSOR PARCEL ER: Proposed Building Use: Building Inspector: Cai Date: /1-Y -CD CJ' f At time of permit aPPlicI was advised the followin data must be submitted prior to permit processing and/or issune: Date Received By ❑ 1. All iiems have been submitted .----------- ------------------------------------------------------------------------- lot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- AQ - Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- 1,:;2 �.. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ l ; , 17. Energy Design Compliance and supporting documentation. ----------=----------------------------------------- ❑ Statement of Intent for Non -Heated and A/C Buildings. ----=---------------------------------------------------- t 11:8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ufactured Home data and installation :instructions including Tie Down Specifications. ------------ ----------------------- -----------4-[ --- -0- 77, - `< 1'(�Iriipact fees as shown the attached schedule.-2'-.-1�i ' -------------- - ---------- on ` California Department of Forestry" plaii approval/fees. 0��� - r-------- ----- F. ❑ 1 . F.lo6d elevation certificate. --=-=-- -- -- ------=------------------------------=---------------- . /1 Sanitation and lot; lana ioval Health D artment.------------------------- ------------------ . P,. ,.P. PP eP ❑ 15. City of:Chico plumbing permit. --------------- • �` ❑ 6: Plot plan and business.licensc approval from the.City of Biggs..-=--------------=----------------------------- Planning approval for (A) Use:,.. V (B) Parking: -------------------------- 11 C45 CC ntact Land Development about Improvements; OOkainage,Legal Parcel. ---------- ---�-= � - //-36-66 ►r't N Encroachment Permit for driveway (construction approval prior to occupancy). = - 020. Pre -inspection for • : required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ---------------------------=-----=-- El 22. Workers' Compensation carrier and policy number. --------------------- E123. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). etter of signature authorization. ------------------------------ Recorded copy of Agricultural Acknowledgment Statement. 026. Letter of intent on building use. -------------------------------- 027. Manufactured'Home utility clearance. (Date) F i' ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑ 9. P 433 A, ❑ aft Deed, ❑ H. Title, ❑ Check to H.C.D $--------------- `// % Other: ------- ren you issue le permit, process as follows ❑ Mail to owner, ❑Mail to contractor. `❑ Telephone �o� r r 0 7 and hol for pickup at __ office. ❑Deliver wit4inspector. -7, 00 c, Applicant: G Date: ` l Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: 1. Index permit application for the above items numbered: ❑ Plan Check List 0 f, Contract r, designer wner(vas advised of the above required data b phone, ❑ mail, ❑ Building Division counter, byE. & Date: ���o Contracto , rgner,'owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, as advised of the above required data by ❑ phone;.❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: j Date: Sets of plans on hold in ❑ Plan Cabinet, o A.P. folder. Note transfer by. D - Yellow Copy - Department of Development Services, Building Division. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Plan Attached�.� p� Floor Plan Attached Sent to B.D. 6b' A 1 -ID SwanLnd 367-9 .5unviewr Dr. 041- I'040 - Otto Owner Location AP# Plan Approved for: Sewage Disposal -C Water Supply: Public Private Well Clearance for 3 mg Air (kr atAns. Hol final for: __S Final clearance O.K. for: NOTE: VI L Environmental Health Specialist Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 S EDULE F FEES DUE OWNS PROP ED BUILDI USE DATE RECEIPT # DAT RE . BUILDING PERMIT FEES r(� --Balance Due ........................................................ $ I --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ --Revised Plan Checking Fee....... $ '� JT SCHOOL DISTRICT FEES 4116 !� (paid at District Office) SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. x ' =$ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES 10.00 (paid at Building Division) —47.p' SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be chaffed during.the plan checking process. DATE \ M_ Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. Th6'requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) t �1 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM 1 (One form per Building) c School District,_ Building Department rtment No. /_ A.P. Number % " `� Q/t! Jurisdiction: City County Property Owner Property Location/Address Subdivision Residential Development No of Living Units • r fir, .. •},•, f' .. i Commercial/Industrial New Building Department Representative Lot No. L Mobile Home Addition/ 'Supplemental to Installation ConversionPemlit # `: '(No foundation inspection):, .................................:.............. ........ ;f ! _ , I TY Addition (Floor Plans reviexved by School District Personnel) D' trict Identification No. Y 10 0 61 -Avbt i jl ti chool District certifies that (City) has complied with the requirements of Resolution No. repress ng !�^-� ! ' square feet. r� A' ' •�► School District Representative Paid by Check # qRemarks: Sq. Footage (Group R) .A. ! t J Sq. Footage (Including Exterior Roofed Areas) a9.6 Date (Applicant) (Phon9"O�, er)CA- (State) (Zip Code) by payment of $ 1' J r • ��j`' 1 AB 2926 S v f J i I FULL IVI IGATION 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 tluality Act (CEO;A), 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) feeformAs (10/98)dmm ,W, J AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 `'���-0046652 Recorded I REC FEE 7,00 Official Records I CONFORM .00 County yyf I CANDACE J. GRUBBS I Recorder i ROSEMARY DICKSON Assistant I Cindy 09:57AM 01 -Dec -2000 I Page 1 of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: LOT 51, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "MOUNTAIN OAKS ESTATES, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 29, 1994, IN BOOK 135 OF MAPS, AT PAGES) 60 THRU 64. Date DECEMBER 1, 2000 State of California County of BUTTE PROPERT)r OWNERS: 00, 0, A, DSI' AD D R.— D - — On —12-1 -nbefore me, CHERI HOVEY, NOTARY PUBLIC personally appeared *ANDERS W agANLUM AND DEBRA SGTANL TND * personally known to me (or proved to we 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 m hand and official seal. SignatureSe �58�� �ithP9e CHERT HOVEY J10p,W m Comm. #1159283 0 /R NOTARY PUBLIC CALIFORNIA 0 OD 6 BUTTE COUNTY A.P. # 041-640-016 My Comm. Expires Oct. 20, 2001 NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95973 (530) 893-1600 FAX (530) 893-2113 PROJECT SI�1f�Nl,uN� Iz.s IDIJG� JOB NO. G�9s T2 01 LOCATION L- Fi SADP L E D (L 0V 1 L L e, DATE Z ISI 00 CODES: MATERIALS: A, F. hl a. 41-6-,40 -ol Uniform Building Code, 1997 Edition AISC,.Manual of Steel Construction, 9th Edition RITC, Timber Construction Manual 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 .Steel -Reinforcing: A-615 Grade 40 for #4 and smaller A-615 Grade 60 for #5 and larger Structural Steel: ASTM A-36 Steel Pipe: ASTM A53 Grade B Steel Tubing: ASTM A500 Grade A or B Machine Bolts, Anchor Bolts: ASTM A307 Grade A Wood Connectors: Simpson Strong -Tie or equal. Wood: Struct Lt Framing, Joists & Planks: D.F. #2 Beams & Stringers, Posts & Timbers: D.F. #1 Plywood: A.P.A. Rated Sheathing, Grade CD,UBC Std 25-9 OR OSB of equal or greater allowable stress Glue -Lam Timber: ANSI/AITC A190.1-1992 Simple Spans: 24F-V4,Combination Cantilevers: 24F7V8 Combination Roof Live Load: Seismic Zone : Exposure:'.C, �O psf Floor Live Load: 4 O psf Wind Speed: -7-5 mph Method 2 used unless otherwise noted. Allowable Soil Bearing 4000 psf FF -1Z SpI LS. ARE SPECIAL INSPECTIONS REQUIRED O R EF0Wr GENERAL: Any structural or non-structural items that are not specifically addressed in the following calculations and or details are designed by others and are not the responsibility of NorthStar Engineering. Verification of the soil conditions at the project site -.to determine the expansion index or bearing capacity is by others _z Page 1 of� 'AWMER11' 1fn- / Z z7 a© 'r BY: JMR NORTHSTAR ENGINEERING 12/5/00 20 DECLARATION DRIVE JOB NO: 7207 CHICO, CA 95973 PG. 2 OF (530) 893-1600 PARTIAL LATERAL DESIGN FOR SINGLE FAMILY RESIDENCE BASED ON THE 1998 CALIFORNIA BUILDING CODE. GRAVITY LOADS: ROOF: COMPOSITION SHINGLES 3.5 PSF 1/2" OSB OR PLYWOOD 1.5 PSF FRAMING 3.0 PSF R-30 INSULATION (OPTIONAL) 2.0 PSF 5/8' GYPSUM WALLBOARD 3.2 PSF MISCELLANEOUS 0.8 PSF DEAD LOAD 14.0 PSF LIVE LOAD 16.0 PSF TOTAL LOAD 30.0 PSF LATERAL LOADS: SEISMIC: 2.5 *.36 * W = .200W FOR LIGHT FRAMED 4.5 SHEARWALLS WHERE R = 4.5 FOR WOOD STRUCTURAL PANELS SOIL PROFILE = Sd FOR STIFF SOIL PROFILE Ca = .36 PER UBC TABLE 16 - Q E = p * VW = 1.5 VW = .300W (PER UBC EQ. 30-1) NET SEISMIC FORCE _ .30OW / 1.4 =.214W WIND: EXPOSURE = C METHOD 2 WIND SPEED = 75 MPH Cq 1.3 DESIGN qs 14.5 PSF PRESSURE Ce 0 - 15' 1.06 Cq*qs*Ce = 0.0200 KSF 15'- 20' 1.13 = 0.0213 KSF 20'- 25' 1.19 = 0.0224 KSF 25'- 30' 1.23 = 0.0232 KSF 30' - 40' 1.31 = 0.0247 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). av BY: J DATE: JOB NO: —7Z07 PAGE 3 OF 7' - V Nwtfi t- er i— ENGINEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893.1600 Civil Engineers* Planners -Surveyors FAX 530.893-2113 . ............. - .—' Nwtfiftar ENGINEERING Civil .Engineers e Planners Surveyors 20 DEOLARATION DRIVE CHICO, CALIFORNIA 95973 530-893:1600 FAX 530-893-2113 I � 1-1 f7, BY: DATE: 12. I 00 -JOB NO:, 72-0-7, PAGE OF Nwtfiftar ENGINEERING Civil .Engineers e Planners Surveyors 20 DEOLARATION DRIVE CHICO, CALIFORNIA 95973 530-893:1600 FAX 530-893-2113 + L L TA 4 _T 7 A L L {---! �-- � ��v �- _ -�-- 02 iii C� 1�4)_. C_�.�._s -+� 5.�. + ..� �S_(I .�. � I Iii II 3' ?, IC` � I 7 463F ......... .. P'l 4 112. L,4! _j- FT rz_ _T__ _Z_D -_ DF AL—L! �_�Au J� z C) 7 7 T- _T_T ' BY: J �. DATE: I Z I OQ t ; JOB N0:- —72-077 . PAGE C] OF ttar ENGINEERING Civil Engineers* Planners *Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530.893-2113 Al O o - 2 -; AAA L _ R-- I- - --- -- _ -- --+ — _ I- _—_ - S- O 1. I I — --- J , • I M BY: J i Ir2— rthSr DATE: I Z OD r JOB No: -7207 ENGINEERING PAGE OF Civil Engineers- Planners• Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973. 530-893-1600 FAX 530-893-2113 SHEAR W.AL,L SCHEDULE SHEAR WALL S20 Q3 4 0 Q ALLOWABLE LOAD/FOOT 260 380 490 550 640 160 980 1z,3 8 3/8" 3/8" 3/8" 3/8" 3/8" 3/8"CDX 3/8"CDX PLYWOOD CDX CDX CDX STRUCT I CDX 2 SIDES 2 SIDES EDGE NAILING 5 Bd 0 6" 8d 0 4i3 Bd e 31'3 8d 0 3i3 8d 0 2u3 8d 0 4" 3 8d o 3" 3 FIELD NAILING5 .6d 0 12" 8d io 12" 8d 012" 8d-012" 8d 0 12" 8d ia 12" 8d 0 12" SILL THICKNESS 2X - 2X 2X 2X 3X 3X 3X SILL NAILING 6 16d 0 4" 16d 0 3" 16d.0 3" 6d 0 4" Io 16d te 3" 10 16d oe 3"10 I&d 0 3"I0 TO FLOOR CLIP, BLocr- L550 L550 LS90 LS90 L590 1-590 ' LS90 'TO PLATE 0 22" 0 14" o 16" A 16" is 12" oo 12" 0611 5/8" 0 5/8" 0 5/8" 0 5/8" 0 5/8" 0 5/8110 5/8110 ANCHOR BOLT -48" O.C. 18" o c. 14" O.C. 12" O.C. 28" o.c. 24" o c. 18" o.c. SPACING '9 1/2" 0 1/2" 0 1/2" 0 1/2" 0 1/2" 0 1/2" 0 1/2" 0 36" o c. 13" o.c. 10" o.c. 9" o.c. 18" o.c. 15" o.c. II" o.c. I. OVER DOUGLAS FIP STUDS 0 16" O.C., HEM -FIR TOP PLATES ARE Or -AY 2. ALL PANEL EDGES BACr-ED WITH 2 -INCH NOMINAL OP WIDER FRAMING U.O.N. 3. ALL VERTICAL STUDS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE AS SHOWN IN NOTE #4 4: APPLIED OVEP 3 -INCH NOMINAL OR WIDER FPAMING°11JITH NAILS STAGGERED 5. NAILS SHALL BE 8d HOT DIPPED GALVANIZED OP 8d COMMONS 6. DOUGLAS FIR SILLS REQUIRED, STAGGER ALL,.SILL NAILS AT WOOD FLOORS 1. SIMPSON'MANUFACTUPED CLIPS: AT 24" O.C. FOR ENTIRE BALANCE OF WALL LINE. "BLOCK" MAY BE TPUSS CHOPD OR RAFTER PER DETAIL. B. OSB WITH ALLOWABLE STRESS AND THICKNESS EQUIVALENT TO SPECIFIED PLYWOOD MAY BE SUBSTITUTED FOP 3/8" CDX WHEPE OCCURS. OSB SHALL BE RATED FOP EXTERIOR USE. 9. ANCHOR BOLTS SHALL HAVE A MINIMUM 2" X 2" X 3/16" THCK PLATE WASHEER. 10. REQUIRES 2 ROWS STAGGERED s PREDRILLED BY: ri F_' DATE: 12- 100 JOB NO: -7;?0 7 NorthStar ENGINEERING PAGE OF Civil Engineers* Planners -Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 DESIGN VALUES FOR ANCHOR BOLTS AND SILL NAILS SHEAR WALL A 0 Q 0 0 0 Q ALLOWABLE LOAD/FOOT 260 380 490 550 640 760 980 1 SILL NAIL Irod 4 lod 3" � I�Od 3 2 ROWS 2 ROWS 2 ROWS 2 ROWS Irod CQ 4" led (@ 3" led (@ 3" Iod.C@ 3" NAIL CAPACITY 3/00 490 490 732 980 980 980 2 5/3"0. 5/8" 0 3 5/8" 0 3 5/8" 0 3 5/8" 0 5/8"0 5/8" 0 ANCHOR BOLT 481I 0" 14" 12" 28" 24" 18" SPACING�, I/2 � I/2 � 3 I/2 � 3 3 I/2 (pI/2" 1/2 3e'll 1311 lollC)llIS � 15 fill SILL THICKNESS 2X 2X 2X 2X 3X 3X 3X 1/2" m ANCHOR BOLT CAPACITY 275 380 495 550 F,47 77C 1,058 5/8" (P ANCHOR ; BOLT CAPACITY 297 396 509 594 651. 780 1,012 NOTES: I. NAILS PER ICBO REPORT NO. NEP-272 CAPACITY OF IFbd SINKER = 94 *1.30 = 122 / NAIL 2. DESIGN CAPACITY OF BOLTS PEP- TABLE 8:2E OF THE '97 NDS. CAPACITY OF 1/2" 4 ANCHOR BOLT IN 2X SILL = 1.33 * Co20- = 825 / BOLT CAPACITY OF 1/2" m ANCHOR BOLT IN 3X SILL = 1.33 * 730# = 970 It / BOLT CAPACITY OF 5/8" o ANCHOR BOLT IN' 2X SILL = 1.33 * 890 = 1184 u / BOLT CAPACITY OF 5/8" It ANCHOR BOLT IN 3X SILL = 1.33 * 1140 = 1516 / BOLT 3. REDUCE ANCHOR BOLT CAPACITY IN NOTE 2 BY 50% FOP 2X SILL PLATE WHEN AL LOWABLE SHEAR PEP FOOT 15 > THAN 350 PLF < 600 PLF. BY: J DATE: JOB NO: -7207 PAGE g OF NwthStar ENGINEERING Civil Engineers Planners Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 d __` 1 i ► Imo; �I ll_i_ i 1_.. �_ _; I have reviewed the truss submittal for the Swanlund residence located on Sunview Road in Oroville as provided by Longfellow Lumber Company. The purpose of my review was to insure that the Truss Designer used the proper gravity and lateral loading where required based on my analysis in the design of the trusses. Based on my review of the truss calculations, the Truss Designer has used the proper gravity and lateral loads and truss spans for the design of the trusses. We did not verify the structural design of the individual trusses. The Truss Designer and Manufacturer shall bear the entire responsibility for. designing and constructing the truss per plan. I have reviewed the soils report for this project as prepared by LRA on June 6, 1990. The allowable bearing for footings founded on the basalt is 4,000 psf. All footings shall be founded on rock and pinned with rebar and epoxy. The proposed foundation is adequate as shown on the foundation plan with the pinning detail shown on sheet S-1. Signed, aZ,� Jeff Richelieu, PE NorthStar Engineering BY: J n DATE: 2 dO JOB NO: 72-07 -O7 PAGE Cl OF 19 NorthStar ENGINEERING Civil Engineers* Planners Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 pal Caul=ooTlt-1GS v I�t�fz T�ZuSS�S AP 5A 4.114 Ks 12 rz so1 Ls 1 ALA- o Tf {2, TIZU-7c-2t�- lf2 a, K. gECAl4SE 00 -. auk Dom. - _ - � E�4GTI � s � � � � . T -PF 45 P I IT, l ; I J." I r 7 November 29, 2000 Andy Swanlund 1090 Murray, Space 118 McKinleyville, CA 95519 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 041-640-016 Building Permit Number: 00-2761 This office reviewed building plans for the permit application referenced above. The plan 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 re -check and approval of this project. . PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: L � 1�,l 1. our building is of unusual shape and does not comply with the prescriptive bracing required Z y the 1997 UBC. Provide a lateral analysis by a licensed architect or registered engineer for the entire building. Have the architect/engineer put all of his requirements on 2 sets of plans, and stamp and sign them. Have the architect or engineer provide a statement that he has reviewed the truss engineering at it complies with his design. ave the engineer provide verification that he has read the soils report and the foundation shown on the plans is adequate per the report and for the soil conditions of your lot. If it is not adequate, have it designed by the engineer/architect, and all details put on the plans. lease provide complete building sections, from roof sheathing to foundation, in both directions (completely through the house) F --gave the architect/engineer design footings for any truss point loads over 4500 pounds. (Truss B 1, for example) ' am sending a list of SRA requirements. Please indicate on the plans which items you will comply with. Per your parcel map, all eaves must be enclosed, so that will take care of one of the items. our energy calculations are incorrect. Your parcel is in Climate Zone 11, not 16. The skylight/s were left off of the calculations. You show R-38 in the attic. Since it requires at least 14 inches of cavity, how will you achieve this in the vaulted areas? Any studs over 10 feet tall must be 2x6 or provide engineering for 2x4's. 1 oft 9. A complete plan review has not been done. Plan review will continue upon receipt of the above items. Additional comments may be generated from your response above where plan documents were incomplete, inconsistent, or not adequate to.depict code compliance. PART - II The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET, or were noted above. 1. Provide 3 sets of California licensed architect or registered engineer -designed plans. Please be sure to include on the resubmittal the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 2. Provide energy design compliance and supporting documentation. 3. Pay Balance of Building Permit fees in the amount of $1124.35 4. Pay impact fees: 4.1. Complete and return the Butte County School Impact fee certification form. 4.2. Sheriff fees = $360.00. 5. Sanitation and plot plan approval is required from the Butte County Environmental Health Department. 6. Obtain Encroachment Permit for Driveway from Butte County Public Works Department. 7. Submit a Recorded copy of your Agricultural Acknowledgement Statement. If you wish to discuss any requirements in PART - I, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. The attached checklist must accompany corrected items. Sincerely, Linda Simpson Plans Examiner 2 of 2 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... Swanlund Date..12/07/00 12:07:53 Project Address........ ******* --------------------- Oroville, California *v5.10* do -'q? ?gyp Documentation Author... Jim Peterson ******* Building Permit # Northstar Engineering 20 Declaration Drive Chico, CA 95973 1 i 171-W-ly Plan Check / Date 530-893-1600 1FieldCheck/ Date Climate Zone........... il- - ------------- Compliance Method...... MICROPASS v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -7207 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2089 User-Northstar Engineering Run-Swanlund ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Conditioned Floor Area..... 2116 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Slab On Grade Glazing Percentage......... 21.2 % of floor area Average Glazing U -value.... 0.6 Btu/hr-sf-F Average Glazing SHGC....... 0.66 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-13 -------- R-0 -------------- ------------------------ R-13 0.088 Wall Wood R-17.8 R-0 R-17.8 0.065 Attic Roof Wood R-11 R-27 R-38 0.025 Attic FENESTRATION ------------ Over- Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins -------------------- Window Front (E) ----- 25.0' ✓----- 0.600 ------ --- - ---- ------------------ 0.650 St�afndar ----- None Window Front (E) 10.0 0 .600 d !d 0. 6-)9UJar � MPAWStarida None Window Front (E) 25.0•✓0.600 0.658 S n None Window Front ( E ) 6 .0 V0. 600 0.6 �8� Snrd 0l None Door Front (E) 20.0 ✓0.600 0.730 Standard rd None Window Front (E) 6.0 0.600 ✓0.600 0.670 Standard Standard None Window Front (E) 8.0 0.670 Standard Standard None Window Left (S) 20.0 V0.600 0.650 Standard Standard Yes Window Left (S) 6.0 0.600 0.650 Standard Standard Yes Window Left (S) 16.0 ✓0.600 0.650 Standard Standard Yes Door Left (S) 18.0 0.600 0.730 Standard Standard Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R ------------ Project Title.......... Swanlund Date..12/07/00 12:07:53 ------------------------------------------------------------------------------- MICROPAS5 v5.10 File -7207 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2089 User-Northstar Engineering Run-Swanlund -----------------------------------------------------=------------------------ FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins -------------------- ----- - ;;,----- ------ --------------- -------------- ----- Window Back (W) 16.0 0.600 0.650 Standard Standard None Window Left (SW) 10.020.600 0.650 Standard Standard None Window Back (W) 15.0 0.600 0.650 Standard Standard None Window Back (W) 15.0 X0.600 0.650 Standard Standard None Window Back (NW) 10.0 0.600 0.650 Standard Standard None Window Back (W) 28.0-/0.600 0.650 Standard Standard Yes Window Back (W) 28.0 X0.600 0.650 Standard Standard Yes Window Back (W) 28.0 /0.600 0.650 Standard Standard Yes Window Left (SW) 7.5 /0.600 0.650 Standard Standard None Window Back (W) 25.0-,0.600 0.650 Standard Standard None Window Back (NW) 7.5 0.600 0.650 Standard Standard None Window Right (N) 7.5 0.600 0.650 Standard Standard Yes Window Right (N) 17.5--'0.600 0.650 Standard Standard Yes Window Right (N) 25.0 0.600 0.650 Standard Standard Yes Window Right (N) 40.0,-10.600 0.650 Standard Standard Yes Skylight Horz 8.0--10.670 0.730 None None None THERMAL MASS ------------ Area Thickness Type ------------ Exposed (sf) (in) Location/Comments S1abOnGrade -------------- ------ Yes --------- 644 ------------------------ 3.5 S1abOnGrade No 1472 3.5 Covered 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 .12.50 SEER Attic R-4.2 No No Setback 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 -------- ------ 0.61 40 ---------- R- n/a CERTIFICATE_ OF COMPLIANCE: RESIDENTIAL ' Page 3 CF -1R -------------- Project Title.......... Swanlund Date..12/07/00 12:07:53 MICROPASS v5.10 File -7207 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2089 User-Northstar Engineering Run-Swanlund ------------------------------------------------------------------------------- SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a High Mass Design. REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 4 CF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Swanlund Date..12/07/00 12:07:53 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.10 File -7207 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2089 User-Northstar Engineering Run-Swanlund ------------------------------------------------------------------------------- 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 Dr. CHICO, CALIFORNIA Phone... (530) 893-1600 License. DOCUMENTATION AUTHOR Name.... Jim Peterson Company. Northstar Engineering Address. 20 Declaration Drive Chico, CA 95973 Phone... 530-893-1600 Signed.. -1-G-0 S igned .. (date) U (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... Swanlund Date..12/07/00 12:07:53 Project Address........ *******--------------------- Oroville, California *v5.10* Documentation Author... Jim Peterson ******* Northstar Engineering 20 Declaration Drive Chico, CA 95973 530-893-1600 Building Permit # Plan Check / Date Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- MICROPAS5 v5.10 File -7207 Wth-CTZ11S92 Program -FORM MF -1R User#-MP2089 User-Northstar Engineering Run-Swanlund ------------------------------------------------------------------------------- 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 manufacturers 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(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. .l 150(f): Special infiltration barrier installed to comply with 6/ Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R ------------------------ Project Title.......... Swanlund Date..12/07/00 12:07:53 ----------------------- MICROPAS5 v5.10 File -7207 Wth-CTZ11S92 Program -FORM MF -1R User#-MP2089 User-Northstar Engineering Run-Swanlund ------------------------------------------------------------------------------- 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. *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. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.......... Swanlund Date..12/07/00 12:07:53 ------------------------------------------ MICROPAS5 v5.10 File -7207 Wth-CTZ11S92 Program -FORM MF -1R User#-MP2089 User-Northstar Engineering Run-Swanlund ------------------------------------------------------------------------------- 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. J COMPUTER METHOD SUMMARY Page 1 C -2R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Swanlund Date..12/07/00 12:07:53 Project Address........ ******* --------------------- Oroville, 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 -7207 Wth-CTZ11S92 Program -FORM C -2R User#-MP2089 User-Northstar Engineering Run-Swanlund ------------------------------------------------------------------------------- = MICROPAS5 ENERGY USE SUMMARY = _---------------------------- = Energy Use Standard Proposed - Compliance = _ (kBtu/sf-yr) _----------------------- Design ---------- Design Margin = = Space Heating.......... 12.96 ---------- 12.17 ---------- - 0.79 = = Space Cooling.......... 12.27 14.57 -2.30 = - Water Heating.......... 12.59 10.84 1.75 = _ = Total -------- 37.82 -------- 37.58 -------- - 0.24 = _ *** Building complies with Computer Performance GENERAL INFORMATION Conditioned Floor Area..... 2116 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 90 deg (E) 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 1 19748 cf 2116 sf 21.2 % of floor area 0.6 Btu/hr-sf-F 0.66 9.3 ft f COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... Swanlund Date..12/07/00 12:07:53 ------------- MICROPAS5 v5.10 File -7207 Wth-CTZ11S92 Program -FORM C -2R User#-MP2089 User-Northstar Engineering Run-Swanlund ----------------------------------------------------------=-------------------- BUILDING ZONE INFORMATION ------------------------- Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type (sf) (cf) -------------- Units itioned Type (ft) (sf) Credit ------------ HOUSE ----------------------- ----- -------- --------- Residence 2116 19748 1.00 Yes Setback 2.0 Standard No OPAQUE SURFACES FENESTRATION SURFACES Area U- Insul Act Solar Form 3 Location/ Surface -------------- (sf) ------ value R-val Azm Tilt Gains Reference Comments HOUSE Type/SHGC ----- ----- --- ---- ----- ------------ ---------------- 1 Wall 580 0.088 13 90 90 Yes W.13.2X4.16 0.650 2 Wall 426 0.088 13 180 90 Yes W.13.2X4.16 0.600 3 Wall 205 0.088 13 270 90 Yes W.13.2X4.16 25.0 4 Wall 8 0.088 13 225 90 Yes W.13.2X4.16 (E) 5 Wall 8 0.088 13 315 90 Yes W.13.2X4.16 Front 6 Wall 11 0.088 13 225 90 Yes W.13.2X4.16 Window 7 Wall 11 0.088 13 315 90 Yes W.13.2X4.16 7 8 Wall 396 0.088 13 0 90 Yes W.13.2X4.16 Standard/0.68 9 Wall 78 0.065 17.8 n/a 0 Yes W.19.2X6.16 Attic 10 Roof ,2030 0.025 38 n/a 0 Yes R.38.2X4.24 Attic FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC ---------------------- HOU SE ----- ----- ----- --- ---- -------------- -------------- 1 Window Front (E) 25.0 0.600 0.650 90 90 Standard/0.76 Standard/0.68 2 Window Front (E) 10.0 0.600 0.670 90 90 Standard/0.76 Standard/0.68 3 Window Front (E) 25.0 0.600 0.650 90 90 Standard/0.76 Standard/0.68 4 Window Front (E) 6.0 0.600 0.670 90 90 Standard/0.76 Standard/0.68 5 Door Front (E) 20.0 0.600 0.730 90 90 Standard/0.76 Standard/0.68 6 Window Front (E) 6.0 0.600 0.670 90 90 Standard/0.76 Standard/0.68 7 Window Front (E) 8.0 0.600 0.670 90 90 Standard/0.76 Standard/0.68 8 Window Left (S) 20.0 0.600 0.650 180 90 Standard/0.76 Standard/0.68 9 Window Left (S) 6.0 0.600 0.650 180 90 Standard/0.76 Standard/0.68 10 Window Left (S) 16.0 0.600 0.650 180 90 Standard/0.76 Standard/0.68 11 Door Left (S) 18.0 0.600 0.730 180 90 Standard/0.76 Standard/0.68 12 Window Back (W) 16.0 0.600 0.650 270 90 Standard/0.76 Standard/0.68 13 Window Left -(SW) 10.0 0.600 0.650 225 90 Standard/0.76 Standard/0.68 14 Window Back (W) 15.0 0.600 0.650 270 90 Standard/0.76 Standard/0.68 15 Window Back (W) 15.0 0.600 0.650 270 90 Standard/0.76 Standard/0.68 16 Window Back (NW) 10.0 0.600 0.650 315 90 Standard/0.76 Standard/0.68 17 Window Back (W) 28.0 0.600 0.650 270 90 Standard/0.76 Standard/0.68 18 Window Back (W) 28.0 0.600 0.650 270 90 Standard/0.76 Standard/0.68 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... Swanlund Date..12/07/00 12:07:53 ------------------------------------------------------------------------------- MICROPAS5 v5.10 File -7207 Wth-CTZ11S92 Program -FORM C -2R User#-MP2089 User-Northstar Engineering Run-Swanlund ------------------------------------------------------------------------------- FENESTRATION SURFACES THERMAL MASS Area Thick Heat Area U- Mass Type --------------- Act (in) Exterior Shade Interior Shade Orientation HOUSE ------ (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC ---------------------- 19 Window Back (W) ----- 28.0 ----- 0.600 ----- 0.650 --- 270 ---- 90 -------------- Standard/0.76 -------------- Standard/0.68 20 Window Left (SW) 7.5 0.600 0.650 225 90 Standard/0.76 Standard/0.68 21 Window Back (W) 25.0 0.600 0.650 270 90 Standard/0.76 Standard/0.68 22 Window Back (NW) 7.5 0.600 0.650 315 90 Standard/0.76 Standard/0.68 23 Window Right (N) 7.5 0.600 0.650 0 90 Standard/0.76 Standard/0.68 24 Window Right (N) 17.5 0.600 0.650 0 90 Standard/0.76 Standard/0.68 25 Window Right (N) 25.0 0.600 0.650 0 90 Standard/0.76 Standard/0.68 26 Window Right (N) 40.0 0.600 0.650 0 90 Standard/0.76 Standard/0.68 27 Skylight Horz 8.0 0.670 0.730 90 0 None/1 None/1 OVERHANGS AND SIDE FINS ---Window-- ----------------------- ------Overhang----- ---Left Fin--- ---Right Fin -- Area Left Rght Surface ----------- (sf) ----- Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE ----- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 8 Window 20.0 5.0 4.0 1.4 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 6.0 2.0 3.0 1.4 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 16.0 4.0 4.0 1.4 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 11 Door 18.0 2.5 6.8 7.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 28.0 4.0 7.0 7.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 18 Window 28.0 4.0 7.0 7.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 28.0 4.0 7.0 7.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 23 Window 7.5 2.5 3.0 1.4 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 24 Window 17.5 5.0 3.5 1.4 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 25 Window 25.0 6.0 6.8 7.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 26 Window 40.0 3.0 4.0 10.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a THERMAL MASS Area Thick Heat Conduct- Surface Mass Type --------------- (sf) (in) Cap ivity UIMC R -value Location/Comments HOUSE ------ ----- ----- -------- ----------- ---------------------- 1 S1abOnGrade 644 3.5 28.0 0.98 4.60 R-0.0 2 S1abOnGrade 1472 3.5 28.0 0.98 1.80 R-2.0 Covered M COMPUTER METHOD SUMMARY External Page 4 C -2R Project Title.......... Swanlund R -value ------------- Date..12/07/00 12:07:53 MICROPAS5 v5.10 File -7207 Wth-CTZ11S92 Program -FORM C -2R User#-MP2089 User-Northstar ------------------------------------------------------------------------------- Engineering Run-Swanlund HVAC SYSTEMS ------------ Minimum Duct Duct Tested Duct ACCA Duct System Type Efficiency Location R -value Leakage Manual D Eff ----------------------------------------- HOUSE ---------------- --------- ------- Furnace 0.900 AFUE Attic R-4.2 No No 0.737 ACSplit 12.50 SEER Attic R-4.2 No No 0.645 WATER HEATING SYSTEMS --------------------- Number in Energy Tank Type Heater Type Distribution Type System Factor ------------ ----------- ------------------- ------ -------- 1 Storage Gas, Standard 1 0.61 Tank External Size Insulation (gal) R -value ------ 40 ---------- R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a High Mass Design. REMARKS EnMronmental Health Iswes, Septic Permit Review. AWktdb" Affldavtt Requilred 0 No 0 yes Well Permit Review: DesignatedWag Site 0 No 0 Yes land DevekVnent Review. Drainage Plan (Cbm/Ind/MLdtl) 0 No 0 Yes 0 Deeds Date of Creation: Legal Access Provided: 0 No ❑ Yes -Deed Reference: Legal Access Required: 0 No ❑ yes Parcel Frontage on Publicly Maintained Road: 0 No 0 Yes, Road: Name: Corp with County Standards lbr Deed Creation: ❑ NO 0 Yes Cbmnents: C] map Date of Recording: 4 Lot: - 60 1-47 4 e 4 0 ("0/141 L t_ — Z_q Block: Book: Page: _eondihfions'Tqh! Must be Met Pricr to Issuance of Permit C3 Verify Legal Parcel El Verify Legal Access C1 Provide Creation Deed C1 Comply with condition no. of conditions of approval for the C] Obtain a Certificate of Compliance (See Planning Division for application). 0 Construction across Property lines is not permitted (See Land Development for a Merger ApPkadon/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). C1 Construct road to C1 Meet parcel size required by zone. 0 Meet current EHD requirements. C1 Other . . ereral Comments: APPROVED ❑ CONDITIONALLY QPi'ROVED" ," ', ; ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL, .j PERMIT CLEARANCE Permit #:yy — � 7 Genera/Inlbrmadon Owners Name: Owners Address: Date: / / — - O [? t Parcel Acreage: Building Site Address: Procertvinformadon Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Mobile Horne SFD -❑ Residential Aaoessay ❑ Septic ❑ Well ❑ Other Zone District: v Date of Zoning Ordinance: General Plan: Development Agreement: Use Permit: Parcel Is In: Variance: Land Conservation Agreement No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan No ❑ Yes Violation Area [3No ❑ Yes Specific Plan 6 No ❑ Yes ❑ Chico ❑ D2N Enterprise Zone t6No ❑ Yes, check use Floodplain 0 No ❑ Yes Zone: —,x_ Watershed Protection zone � No C] Yes Proposed Use Complies With•General PlanZoning Proposed Use Reauires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit Commerdal/Industrial/Multi.Family Uses: Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown J Other Road and Drairage Improvements Required: ❑ No ❑ Yes Acplicable Setbacks: ❑ Cohasset M Panel Number: 9 ❑ Accessory Building Use Zcnirq Ccde 71 Street & Hi hwa s Fre Prevention 'Cubdivision M ap Front �0 Side Side street Rear e h 'SO Heioht W,. PLAN REVIEW RESPONSE FORM n order to expedite the review of your plans, please complete the following information and return flus form with your M-submitw. this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. 'Ibere must be a va response to every item requested in our'plan eoeection letter. '"By'o(W is not considered a valid response. Please indicate yc response to each item and the location where the information can be found on the plans/calcs. &rracm Twig NORM TO A DOPY Of YoUt PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL ►LANS. A., �y * L -Q j a c)4 ( - G-40 - v 1 l.0 MC NSE FOR PLAN CHECK LETTER DATED: vv - Z7t.1 PLAN CHECK rTEM M RESPONSE BY: LOCATION ON PLANS/CAL G A -T TAGH 1✓D S H T.13, 5, S -1 COMMENTS: . PLAN CHECK ITEM M i RESPONSE BY: n LOCATION ON PLANS/CALCS: C -ALG PCa 16 COMMENTS: M 3 RESPONSE BY: riF, cALr— . pcq. S DE'TA-I L S {-FT. PLAN CHECK ITEM M RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: ITEM 0 RESPONSE BY: LOCATION ON PLANS/CALCS: J ri , 9 o Cly C-�S ' PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your r+e-submitw. 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 va. response to every item requested in our plan Conation letter. "By others" is not eoaddered a valid response. Please indicate yc response to each item and the location where the information can be found on the plandWcs. ATTACH THIS FORM TO A COFY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS. OWNERS NAME GATE: ASSESSORS PARCEL NUMBER PERMIT NUMBER G -to - to vu - Z7L, 1 RESPONSE FOR PLAN CHECK LETTER DATED: 0\jE►Ga.- 2.9 Zoo D PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: o fJ 5 2 COMMENTS: , PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANSICALCS: COMMENTS: PLAN CHECK ITEM 0 RESPONSE BY: LOCATION ON PLANSICALCb: J COMMENTS: d !_j 155 o,) / l0 1 d 01 AM rWCCK rrFM d IRESPONSE BY: ILOCATION ON PLANS/CALCS: MMENTS: PLAN CHECK ITEM 0 NTS: )CATION ON PLANSICALCS: - A j�� LXXX `Owner: ,4 Plans Examiner: Linda Simpson RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, D UPLEX AND MISCELLANEOUS ONLY Building Permit Number: A. P. Number: Q �IZ — I/p�Q - Zoning requirements — (number of permitted living units). Plans signed by the designer. Proper description of work on the application. xisting violations on the property. Recorded notice of violation. uilding permit valuation. LOT PLAN: Complete parcel size and dimensions. Setbacks, side yard, easements, etc. ther buildings or structures. rading, fills and/or drainage. ood hazard. pecial conditio n arcel Map: Noise ❑ S Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ F eral Aid Roifte and/or Federal Aid Secondary Route setback requirement Building or utilities across lot lines (Lot merger approval by Butte County Land Development) OOR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear operable area of 5.7 square feet. The minimum net _ clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest Projection from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). ' Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). Wood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). Smoke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 Water closet clearances (Uniform Plumbing Code 408.5). Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). UCTURAL DETAILS: raced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels L-1/must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. /J 2. / A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. _ Clerestory requiring balloon framing and/or engineering. Foundation plans complete enough to construct building (Uniform Building Code Table 18-I-C). Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Fireplace construction details and calculations if necessary. Garage door header size(s). Porch header size(s). Typical header size(s). d heights. High expansive soil — special foundation design required. etaining walls requiring design. -. Gypsum wallboard nailing inspection required. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS ITEMS: t tairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). uardrails (Uniform Building Code section 509). rick or stone veneer (Uniform Building Code section 1403). xterior plaster — weep screeds (Uniform Building Code section 2506.5). oof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). oam insulation — protection. 6" halls and stairways (Uniform Building Code section 1004.3.3.2). wo exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). nderfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). ttic access and ventilation (Uniform Building Code section 1505). ound requirements. Y nergy design compliance and supporting documentation. DF responsible area requirements. LDING PERMIT REQUIREMENTS: 1. SRA. 2. Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub-Standard Housing letter. Page 2 of 2 f , GEOTECHNICAL INVESTIGATION - LIME SADDLE RIDGE ESTATES SUBDIVISION AND SEWAGE RETENTION DAM PENTZ ROAD BOTTE COUNTY, CALIFORNIA OUR JOB NUMBER 90132 ti June 6, 1990 LAVER L. ROPER & ASSOCIATES, INC. G,01 011NCAL G.:NSl.I.IN S • EN WLEMNG LAJCIiA'onn 1605 Rt EVI ROAD. SUITE A SACfWAENTO. CA 95415 PHONE 016/929-0267 GEOTECHNICAL INVESTIGATION LIME SADDLE RIDGE ESTATES SUBDIVISION AND SEWAGE RETENTION DAM PENTZ ROAD. BUTTE COUNTY, CALIFORNIA INTRODUCTION It is proposed to develop the Lime Saddle Ridge Estates Subdivision, located on Pentz Road opposite Lime Saddle Marina, Lake Oroville, Butte County, California. The subdivision consist of 54 lots. Proposed construction will be one and two story wood frame with either concrete slab on grade. or supported wood floors. Foundation loads will be light. The proposed development will also include an on site sewage treatment facility. As part of the facility, a small retention dam for a treated effluent pond will .be constructed. -The dam will have a maximum crest height of 12 • feet and a length of approximately 400 feet. The site plan'and foundation loading data were furnished by Northstar Engineering, Chico, California. Our investigation consisted of two parts. The first was a foundation study.for the proposed subdivision. The second was a investigation to determine the source and suitability of borrow UCC.:-1J-ki0 pca 2 ► material.fo- the proposed dam. Also 'to'Ptovide a recommended dam cross-section and seepage.analysis. Both the foundation study and darn ir:vestigaticn were prepared for the use of the architect and civil engineer Eo., application to the design of the buildings and dam in accordance with generally accepted geotechnical engineering practices. No warranty is expressed or implied. This report presents the results of these studies. PART I ' F'ODNDATION INVESTIGATION LIME SADDLE RIDGE SUBDIVISION I FOUNDATION AND SOIL CONDITIONS The proposed subdivision is located on top of a bluff overlooking Lake Oroville. The top of the bluff consist of an ancient volcanic flow of basalt. The .basalt is covered with a shallow layer of residual soil. The bluff is covered intermittently with oak trees and dry grasses. The top of the bluff is relatively flat but drops off steeply at the edges. The field investigation nor the subdivision consisted of visual observations and the excavating of 10 shallow test pits.with -a backhoe. The test pits ranged in depth from b to 18 inches and were limited in depth due to encountering the underlying basalt. In places the basalt is exposed on the surface. The approximate location of the test pits is shown on the location map, Plate Number 1. The location of the test pits was j- ff of -topographical determined by positioning ofeatures. Hence, accuracy can be implied only to the degree that this method =� -warrants. - ' 2 Dec-lb-uu Oa:�tsti Visual classification of the soil stratum encountered was made in the field by a geotechnical engineer at the time the test pits were excavated. A description of the" oil profiles encountered is presented in Table Number 1, Log of Test Pits. The soil encountered in the test pits was very uniform. The soil cverlying the basalt was a brown fine sandy silt. The soil encountered was. i'n a fairly loose condition. The surface of the basalt is fractured in places and broken into rocks. The basalt becomes more competent with a minor increase in depth. The test pit logs show subsurface conditions at the date and location indicated and it is not warranted that they are representative of subsurface conditions at other locations and times. No ground water was encountered in the test pits at the time they were excavated. II DESIGN STUDIES AND RECOMMENDATIONS It is proposed: to develop the Lime Saddle Ridge Estates Subdivision, located on Pentz Road opposite Lime Saddle Marina, Lake Oroville, Butte County, California, The subdivision consist OE 54 lots. Proposed construction will be one and two story wood frame with either concrete slab on grade or supported wood floors. Foundation loads will be light. The surface soils overlaying the basalt are in a fairly loose condition and are not considered adequate to support .the proposed foundations and slab on grade. -The depth of the soil cover over the basalt"varies throughout the site. At the test pit locations depth varied between 6 to 18 inches. s. The depth of the soil can -and will vary between test holes. 1 3 Dec -15-00 01 ::3bA l PCS, 23,0F In order to provide adequate and uniform support for the structures at'this site, it will. be necessary to carry the foundations through any soil so that they bear on the underlying basalt. The sur ace of the basalt should be washed or swept clean of any loose soil or rocks. Footings should be a minimum of 8 inches deep for one story and i2 inches deep for two story. _ :f the minimum depths' are not possible due to encountering the basalt, then it will be necessary to provide lateral support for the foundations by drilling and setting.in rebar with epoxy into the basalt. Number 4 rebar should be embedded a minimum of 6 inches into the basalt and 12 inches into the footing at 4 foot centers. Minimum Width of footings should be established as 8 inches. Foundations can consist of either spread footings with slab on grade or stemwalls and piers with supported floors. Footings constructed in the above manner can be loaded to bearing capacities of 4000 pounds per square foot total load. If slab on grade construction is used, the building pads should be stripped of all organic natter, brush, tree stumps, etc. After the area is stripped o- all organic Ratter and all required cuts are made, the subgrade thus exposed should be scarified for a depth of 8 inches or the depth of the loose soils, whic`iever is greater, •and reconpacted as specified in Appendix A. All fill should be placed as engineered fill as specified in Appendix A. The fill should extend a minimum of 2 feet beyond the building pad.. On site soils are acceptable for.engineered fill. " A minimum of 4 inches of clean gravel should -be placed. beneath the slab on erade. This gravel should be well craded between a Maximum size' of 1 inch and a minimum size of 1/4 inch with zero 4 percent passing the No. 4 sieve. Where passage of moisture through the -slab would be detrimental, an impervious vapor barrier should be provided.. PART II SEWAGE POND RETENTION DAM I FIELD AND LABORATORY INVESTIGATION The -retention dam will be located in an area south and below the bluff of which the subdivision is located. The general geology of this area indicates that the soils are residual. The general topdgraphy of the area is low hills and rolling terrain. The field investigation for the retention pond and dam consisted of excavating 11 test pits with a backhoe ranging in depth from 2.5 to 9 feet. The approximate location of the test pits is shown on the location map, Plate Number 2. The location of the test pits was determined by positioning off of topographical features. Hence, accuracy can be implied only to the degree that this method warrants.-. Visual classification of the soil encountered was made in the field by a geotechnical engineer at the time the test pits were excavated. A. description of the soil profiles encountered is presented in Table Number 1, Log of Test Pits. The soils encountered in the test pits were reasonably uniform. The surface soil consisted predominantly of a brown fine sandy silt. The -surface soils were underlaid in places by various strata of tan silty clay and brown rocky clayey silt. All soils were underlaid by fractured shale that was in various stages of m 41 INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISION, OROVILLE v FROM: , ENVIR. HEALTH, CHICO DATE: Fuv�( cp RELEASE ENV. 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