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HomeMy WebLinkAbout068-410-025BUTTE COUNTY ;w..: _" P?ERMIT NO. DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT BPO50909 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE M. (530) 538-7541 B. C. BuuGrnp Permit 0 1- 10- 4 On 1 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 04/20/2005" APN: 068-410-025-000 the Business and Professions Code, and my license is in full force and effect. A S.� � License Class License Number. Site Address: 195 OAKVALE AVE ORO : 2.D• .05 �1E Con6Trr�d-iv Dale: Contractor: f Map Index: - Description: inground gunite pool OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the - Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: CARTER CHRIS & SAMANTHA LEE permit to construct, alter, Improve, demolish, or repair any structure, prior to its Issuance, also requires the applicant for such permit to file a signed statement that he or she Is licensed pursuant to the provisions of 26 CASTLE CREEK DR #2 the Contractors Slate License Law (Chapter 9 commencing with Section OROVILLE, CA 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 95966-7605 violation of Section 7031.5 by any applicant for a. permit subjects the applicant to a civil penally of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure Is not Intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' Slate License Law does not apply to an owner of property who builds or Improves thereon, and who does Applicant: MGT CONSTRUCTION such work himself or herself or through his or her own employees, 1435 MONROE ST. provided that such Improvements are not Intended or offered for RED BLUFF, CA. sale. If however, the building or Improvements are sold within one 96080 year of completion, the owner -builder will have the burden of proving that he or she did not build or. Improve for the purpose of 530-529-2807 sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' Stale License Law does not apply to an owner of property who builds or Improves thereon, Contractor: MGT CONSTRUCTION and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 1435 MONROE ST. RED BLUFF, CA. ❑ I am Exempt under Article 3 of the Business and Professions Code 'j j� /)� 96080 Dale: 2-" C OMner: 530-529-2807 WORKERS' COMPENSATION DECLARATION I hereby affirm under penally of perjury one of the following declarations: License #: 839899 ❑ 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. Architect: I have and will maintain workers' compensation Insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit Is issued. My workers' compensation insurance carrierand policy number are: j Carrier:.►'�Q , Total Square Ft: 0 S. F. �O t e � $1 1 D5 Policy fl: Valuation: $0.00 ❑ 1 certify that in the performance of the work for which this permit Is Census Code: .Issued, I shall not employ any person In any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisldns of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Dale: Applicant: WARNING: Failure to secure workers' compensation coverage Is on unlawful, and shall subject an employer to criminal penalties and e -r'SJr hundred thousand dollars ($100,000), In addition to the cost of compensation, damages as provided for In Section 3706 of the Labor code, Interest, and attorney's fees. 'Ree AW 4Q P 9 /anndd/or CONSTRUCTION LENDING AGENCY This permit Is h reby Issued under the appl ca ie provisIon"s oftheButte County Code I hereby affirm that there Is a construction lending agency for the Resolutions o work Indicated abov 4 ch fees have been paid. performance of the work for which this permit Is issued (Sec 3097 Clv.)Date: By.. G Name: ol PERMIT EXPIRES ON: Address: (Date) ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safely Code, which regulate the storage, .handling and use of hazardous materials. ❑ Notification In accordance with Section 19827.5 of California Health & Safely 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 1 have read this application, that lhe'above Information Is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and slate laws relating to building construction. I acknowledge It Is unlawful to alter the substance of any official form or document of Bulte Count . I hereby authorize representatives of Butte County to enter upon the above mentioned property for Inspection rp e -- Signature: ' Print Name- rG� Dale: ❑ Owner ❑ Contractor ❑ Agent for Owner ><ent for Contractor B. C. BuuGrnp Permit 0 1- 10- 4 On 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** OWNER Last Name/1a Y e First tC_ I' S (Yl Address i ✓ City O r State ZiaLI %j -t iO ip Phone q 5 Fax E-mail CONTRACTOR Name � C.�-r CO►���F�LrI-C��l � t'� Address City i )u Sta� Zip G't_D(i5b Phone ��_)2_q 2 80-7 Fax e22 2�©� E-mail 6 mi 4-c F-ie>l (, t, Iv Lic. # Class APPLICANT NAME Name Or)�. i_o -f i OF'--) ARCHITECT/ENGINEER Name &A u Zi D8L) Address q.2 r I a i l City `t Planner State 0 Zip 61 Delle �-j Fax E-mail State Li cen a Number Az & APPLICANT NAME Name Or)�. i_o -f i OF'--) Address' y 3�^- �r� f Cit Stat V Zi D8L) P,hortey0—� Fax c2� 2 EE -mail (Y -l" 4c- ► 1141. r4 f— APPLICANT SIGNATURE i .D Gam' For office use only: Zoning Flood Zone SRA Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. BP O rO %6 `� BIN # LOCATION Property Address 1 -1 v5 06 V -ti -a 6,,' City Q) -K>\./ I Cross Stree 1 V Y-- ti^\/ 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 KIFORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Description or Scope of Work: t— Sq. Footage O Structure Built without Permits O Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received /by Amount: <�, � Bldg CDA Receipt #: t,�Z b / 42 Date: � I /-5 Sheriff SMIP Other Total REV 2-24-05 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning_ review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. - ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 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 �� ASSESSOR PARCEL NUMBER 0613 -. 360 OWNER: C Proposed Building Use: **N 6rY,26'L/VYD ' 26�- Permit Technician: Date: 4?11- \� Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. ► N 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. t i /N 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 'E] /rJ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) 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. must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings ❑ 12. Hazardous Material Form ❑ 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) "SI N 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as -.applicable ❑ 16. Fire Sprinklers............................................................................................ ❑ 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... 4 19. Erosion Control Plan Required........................................................................ Fees as shown on the attached Schedule of Fees Due Sheet .............................. :4_,T5 -n5 ❑ 21. City of Chico Plumbing permit........................................................................ ❑ 22. Site plan and business license approval from the City of Biggs .............................. 23. California Department of Forestry plan approval ❑ paid. Sent by:// �� 24: Planning approval for (A) Use: �(B)Parking: (C) Parcel Check:....�1... t o� ,.., 5. Contact Land Development about _ Improvements, _ Drainage ........................ t26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone 94 /7-6 7A%1t0XZ- 15�_21Z60?nd hold for pickup. x -2I zllryLayC I have been info'r, d- f he abov items a requirements for obtaining a building permit. Applicant: Date: 1. Index permit application for the above items numbered: Plan Check Letter 2. Ad 'pal items required ontradesigner, owner, was advised of the above data by phone, ❑mail, ❑counter, by DateCo designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: o Structural reviewed b : Date: Structural approved by: Date: Note transfer by: z. Date: U Yellow: Building Division All of these ,, E.H USE ONLY Plot Plan Attac; Floor Plan Attached sent to B.D. ! ' e TO: Building Department _ FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposa Clearance for dwelling. Other _ Hold final for: Final clearance O.K. for: NOTE: 1 Water Supply: Public \ Private Well Environmental Health Specialist Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE -(530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty.net/dds OWNER �� , "� PROPROSED BUILDING USE �� v G, �w 1. BUILDING PERMIT FEES --- Balance Due ..................... $ l� --- FEMA Flood elevation review ... $ --- Additional plan checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.)..... X $0.03 = $_ Sq.Ftg. 4. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 5. RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per dwelling) Zoning 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) 7. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 8. SMIP 9. OTHER 10. OTHER 11. OTHER A.P. # 66 6 r 3649' W6. DATE % '—y _b RECEIPT # DATE REC. At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during th4atl/che ing process. APPLICA DATE `Z"—U ^ O 5 - Pursuant Pursuant to Government Code Section 66020, you are helms notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 3/05) - Butte County Department Ol DeVelopinent Ser!V CeS gUTT 7 County Center Drive ° �° Oroville, CA 95965 0 =.Y 0 (530) 538-7601 Telephone o ^`d o (530) 538-7785 Facsimile 0OUN �y BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I 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 regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: • 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 • 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 building 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/species). Please print: ll Applicant Name: 1% Building site address: i 5 CA 14 UALE APN: 0& S 3� G i 1 (0 Permit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission gf_th4bpye-5pfeynged building permit application and my signature below: SIGNATURE OF APP DATE Copy to Applicant/EH/File K:Fonns/BldgPetmitwithoutClearances 020705 J AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 ISSU E j:�> f � IIII III III I (III I II IIII II I IIII III') 2004-011 1 1 692 Recorded 1 REC FEE Official Records I COPIES County Of I BUTTE I CANDACE J. GRUBBS I Recorder I ROSEMARY DICKSON I Assistant I Kathy 10:01AM 02 -Mar -2004 I Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: SEE ATACHED LEGAL DESCRIPTION Date MARCH 1, 2004 PROPER State of California County of a UTr before me, S LEE personally applared-� y P � e �,.15'4��C�._�C?-c'� personally known to me (or prove to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITN S my hand and of cial seal. Signa e ANGELA D. MASTELOTTO c�j Commission #1381124 C -F' per— a Notary Public -California A.P. # .V Butte Coy My Comm. Exp. OR. 22, 2006 10.00 2.50 Preliminary Report Order No. BU -206193-3 AM Description The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCEL I: PARCEL 4, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 24, 1978, IN BOOK 68 OF MAPS, AT PAGE(S) 57. CERTIFICATE OF CORRECTION RECORDED OCTOBER 30, 1978, IN BOOK 2339, PAGE 288, OFFICIAL RECORDS. APN 068-360-116-000 PARCEL II: A NON-EXCLUSIVE EASEMENT FOR THE CONSTRUCTION AND MAINTENANCE OF A SANITARY SEWER. SAID EASEMENT TO BE 12 FEET IN WIDTH, LYING 6 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED LINE. COMMENCING AT AN ANGLE POINTJN IN THE SOUTHERLY. AND EASTERLY LINES OF PARCEL 1, AS SHOWN.ON THAT CERTAIN PARCEL MAP; RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 24, 1978, IN BOOK 68 OF MAPS, AT PAGE(S) 57, SAID POINT ALSO BEING THE NORTHWEST CORNER OF THAT CERTAIN PARCEL DESCRIBED IN DEED FROM MATTIE R. LUND AND IRENE LUND PARKER TO OROVILLE SCHOOL DISTRICT, RECORDED MARCH 31, 1965, IN BOOK 1366, PAGE 64, OFFICIAL RECORDS; THENCE EASTERLY ALONG THE NORTH LINE OF SAID OROVILLE SCHOOL DISTRICT PARCEL NORTH 880 32' 07" EAST, 55.34 FEET TO THE TRUE POINT OF BEGINNING; THENCE FROM THE TRUE POINT OF BEGINNING, NORTH 187.61 FEET; THENCE EAST, 425.41 FEET TO THE EASTERLY LINE OF SAID PARCEL 1 AND THE END OF THIS EASEMENT. Page 5 MOTES r t 4 i "I " a � " RESIDATIAL ( 068=360-116 02-0242 PERMIT 4 I�CARTER,.,CIMS & SAMANTHA — S OAKVALE, OROVILLE CONT: CASTLE CONST NSF 5BR/3 '/z BA/ ATT GARAGE SPECIAL CONDITIONS ZSRA — FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. — SPECIAL INSPECTION ITEMS —VERIFY — USE PERMIT CONDITIONS — SUB -STANDARD HOUSING LETTER OFFICE COPY 1 Address GAS k Meter By Dat E Me v �— iy + ELECTRIC Meter By Date j z . JOB FINALED (Date) aZ Signature CHECKED BY ./ = OK • ' 0 = Not OK = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Footings; Soils -Size -Depth -Spacing -Connectors -Steel 1. Zoning Requirements -Setbacks -Easements V 2. Soils; Special MH Support Sketch 1, 3. Sewer; Location -Test -Fall -C/O -Concrete 7. 4. Water; Location -Test -Easement Needed (Sketch) Frmg.; Sills-Anchors-Studs-Rttrs-Trusses 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 10. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG Ext.; Steps -Doors -Landings 7. Well Clearance & Discohnect 5. 8. Utility Clearance 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater Date Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit Card B-1 Date Card B-1 Date Health Department Approval 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 Date 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cent. 10. Exits; Insp.-Sketch ' 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal- ecal`"\j " j Date Card B-1 Date -,'Card B-1 Date Card B-1 Date - Card B-1 Ate. J ''tet 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 V Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. 1, 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 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- Bea ms- 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 0 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 0 ........... „COUNTY OF BUTTE BUILDING DIVISION � ' ` ` ` ` ` 7. ' ' ' ` DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - OrovillesCA - (530) 538-7541 CORRECTION NOTICE 6,;2-0,�� OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 1415 i Woo, Zoz-r4orAt COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 fix; ^, CORRECTION NOTICE r�� I OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is '= completed. If you have any questions pertaining to this matter, or need additional explanation, I lease contact this office immediate) . p y. L kUr" �t I� It E- i' 1-• r ie 4� f� L� r• i. i Date�! D 2- Inspector REV 142 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. ) 4'0�r n r� , A I , 4 , , t�:) a✓1 / Ab-,, REV 10/92 COUNTY OF BUTTE t BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please c9ptact this office immediately. Date Inspector REV /92 (111.12/,96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 APPLICATION AND PERMIT 02-0242 PERMIT NO. ASSESSOR PARCEL NUMBER 068-360-116 ZONING AR BUILDING PERMIT OWNER CHRTS & SAMANTHA CARTER TELEPHONE 691-1699 SO. FT. OCC. BUILDING VALUATION 3840 R 207 360.00 .OWNERS "UNG ADDRESS 96 #9 C-ASSITY CREEK DR, nRnVTT.TF 95966 408 COV 5,304.00 CONTRACTOR'S NAME ('.AqTT.F, CONSTRUCTION TELEPHONE 6Q'1-1699 CONTRACTORS MAILING ADDRESS 26 #2 CASTLE CREEK DR, (4011111F 95966 CONSTRUCT+ONLENDER Fireplace 111500.00 LENDER'S MAIUNG ADDRESS Total Valuation $229,716.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $1094.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 711.43 BUILDING ADDRESS OAKVALE, OROVILLE Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $1848.93 LOT NO. 4 SUBDNISIONSNAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 1 7.00 126.0 CI USEOFSTRUCTURE SF J7 Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 .00 TYPE OF WORK New )D Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NSF, SBR, 3 1 /2 BAS W ATTACHED GARAGE Gas piping stem 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15-00 Mobile Home I S G W @20.00 PERMIT FEE $206.00 ELECTRICAL PERMIT Fling Fee 20.00 V LE Main Service . AOR 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 irl ful force and effect. Q License Class - Lic. No. J Z.v y7 L/ 0a 6OUTLET OWNER -BUILDER DECLARATION hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 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. I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' com ensa 2n in urance carrier and policy number are: Carrier "- / /vN ,o Main Service To +000A 46.00so NEW CONST. DWELLING OCCUP. W OR ADDNS. ( a ACC. BLDS. SO 3.50FT. 64. 44 ,+O=Rc ,DT MULTb0UTLET @7,50 POWER APPARATUS a SINGLE OUTLET CIR. OR FIXTURES Ex. Occup.BAL 2U +'� p .so LNSI Ex. Occup. oFlxuTeEo�APPof 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $207.64 MECHANICAL PERMIT Filing Fee 20.00 Heating 2 1 40.00 Cooling 2 40.00 Hood 1 6.50 6.50 Ventilation 2 4.50 9.00 PERMIT FEE s 115.50 Policy Number (The above sections n clnot ffe com feted if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' c pensation provisions of section 3700 of the Labor Code, I shall forthwi ply with those provisions. X / Date _2 I Z Ignat '-of ApplicantOwner wContractor ❑ Agent An OSHA permit is requir for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $46.00 Occ R 3A CONST. TYPE VN OTAL FEE $ .2424.07, HAZ. E IM �OfjD CO PAR L I uE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By A4EA4k PERMIT EXPIRES ON the applicable provisions Resolutions to do work id. Dat d3HITE-D.D.S.-B.D. O fe rReceiptNo. CANARY -ASSESSOR PINK -INSPECTOR GOL O -APPLICANT FAI COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION s 7 County Center Drive, Oroville, CA 95965 Phon(530)538-7541 Fax (530)538-2140 • PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER ob V- -3&C / 1 `J Proposed Building Use: Counter Technician: Date: S. Items required in order to apply for a permit. All boxes MUST be checked CR m r ed NA in order to apply. e 1.. Plot plans, 3 or 4 sets, signed by the preparer of the plans. L2�. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ,Z 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. Z -4 --Engineered truss details and layouts in duplicate. No faxes! Z5. Energy compliance design and supporting documentation in duplicate. 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. . Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ . lood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plo lan and business license approval from the City of Biggs....................................� ❑ 10. Letter o 'tent for non-residential buildings......................................................... ❑ 11. Detached Aftcssory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Mate Form............................................................................... ❑ 13. Other .... Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 2� 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... 5. Statement of Intent for Non -heated and A/C Buildings...................................p^� 16. Sanitation and plot plan approval from the Environmental Health Department in `r/ ❑ 17. City of Chico Plumbing permit ........................................... I ........................: 18. California Department of Forestry plan approval aid. Sent by: 19. Planning approval for (A) Use: o K (B)Parking: (C)) P CeI Check: 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). /!� 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... Letter of Signature authorization.................................................................... r27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: ,. When issued Telephoneand hold for pickup. I have been inform oft a above items and requirements for obtaining a building permit. Applicant: Date: 446 P 1. Index permit application for the above items numbered: l (p _ /)% Plan Check Letter 2. Additional items required j Contractor, designer, owner, was advised of the above data by phone, ❑ mail, ❑ counter, by Date: Contractor, designer, off, was advised of the ove data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: _ Date: 0Z Plans approved by: Date: . Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division jW1r E.H. USE ONLY Plot Plan Attachad Floor Plan Attachad'� Sant to B.O. -� -Z n TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance OW2)s �Plq,'(!:� CAU t )a h Owner Location AP# Plan Approved for: Sewage Dispo-sa+-:--,_ Clearance for dwelling. Other S Hold final for: Suppler Publihc Private Well Final clearance O.K. for: NOTE: Environmental Healt 'Specialist Date T".. COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 I SCHEDULE OF FEES DUE ) OWNER—a- A.P. # PROPOSED BUILDING USE IF DATE RECEIPT # DATE REC. 1. BUILDING PERMIT FE --Balance Due ................................ ....... -....... ..... --Additional Fees Due ............................................ $ --Additional Fees Due ...........................................: $ --Revised Plan Checking Fee ................................. $ SCHOOL DISTRICT FEES l (paid at District Office) cZ SHERIFF FEES (paid at Building Division) 0 Residential .................................... x $360.00 = $ ue 3 "lam 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 $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 'U� 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) i 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed durin; n checking process. l` APPLICANT` �'_ DATE eZ'�— Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) w BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District oy ©U Irt �J r v' Building Department No. A.P. Number 0 ' Jurisdiction: � City ©County Property O vner 1.. r �� Y ( 1. % Q Y "'(Vi'io Property Location/Address Oma" �""`^ , v V UV i I /. � Subdivision Lot No. )' /,)v e Residential Development r� Commerci 1al/Industrial t /1 10 V T Building Department Representative New Addition Sq. Footage 5 -d M' Date Irioor mans reviewed oy acnooi uisinct rersonnep District Identification No. V Ljgl I�aA, School District certifies that ri41A-" (Applicant) 39(0 (Group R) (Including Exterior Roofed Areas) (Street t Address) (Phone Number) a42'-'-- O -A 4 sn (City) has complied with the requirements of Resolution No. representing e,,, �(/ square feet. School District Representative 4 Paid by Check # Remarks: IState) 99,00 osr (Zip Code) rew by payment of $ ,? -V AB 2926 $ FULL MITIGATION $ Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEOA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. _ White (applicant), Yellow (building department), Pink (school district) feeform.xls 110/98)dmm �`'.,T TF "'' ""0 RESIDENTIAL PLAN REVIEW GUIDE c a SINGLE FAACLY, DUPLEXAND n_ _•rt MISCELLANEOUS ONLY Ov--ner. OJIAUV Building Permit Number: Plans Examiner Martha Christy A. P. Number: 6g 3tP0 —�� iD G�iEP,-kL: Zoning requirements - (number of permitted living units). Plans signed bythe designer. Proper description of work on the application. Existing violations on the property. Recorded notice of violation. 19 Building permit valuation. `�� OT PLA` Complete parcel size and dimensions. etbacks, side yard, easements, etc. Other buildings or structures. Grading, fills and/or drainage. �! Flood hazard. 6 Special conditions on P cel Map: Noise ❑ SRA Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal Aid Route and/or Federal Aid Secondary Route setback requirement. 3. Building or utilides across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLA`: I. Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 104'o of natural light and 5% of ventilation (Uniform Building Code section 1203). /3 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 operable width dimension shall be20". When «indo« s are prodded as a means of escape or rescue, they shall have a finished sill height not more than 14" above the flcor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 8t 2603.7). / 1,e'A! Glazing in Hazardous locations (Uniform Building Code section 2406). A10*(!, P10,0 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 aroiection 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 thea 7 feet in any dimension (Uniform Building Code section 310.6.2 tit 310.6.3). GFCI in baths. garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters %yhich 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 sato a bath or bedroom (Uniform Plumbing Code section 509.0). t u 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). l l Garage firewall separation - required on garage side including supporting walls and posts (UniformEkdt&"$ Code section 30'_.4 exception #3). �o(6 rl" y' Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (U nifor:n Building Code section 312.1). ,Y' Wood stove location - Alcove - Ub1C section 205 confined space & 223 unconfined space & 304.2). >r Smoke detectors (Uniform Building Code section 310.9.1). Paget of 2 0 0 tet f Water closet clearances (Uniform Plumbing Code 408.5). jeShow,er companment 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 RU loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: Braced wall panels shall start at not more than 8 feet from each end of a braced Wall line. Braced wall panels 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 anter in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced call lines must be continuous throughout the structure. 2. A California licensed architect or registered engineer must prepare a lateral analysis for the area of the building that do not comph 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. 3 Clerestory requiring balloon framing and/or engineering. 58=ion plans complete enough to construct building (Uniform Building Code Table 18•I-C). nstruction details complete enough to construct building. 6. Elevations and wall construction details complete enough to construct building. 7. Roof construction details complete enougb to construct building. S. Fireplace construction details and calculations if necessary. Garage door header size(s). (IOJPorch header size(s). Typical header size(s). MD-Stud heights. High expansive soil - special foundation design required. 4. Retaining walls requiring design. gisum wallboard nailing inspection required. Ifthe 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. 117"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: 1. Stairway details - landings, rise and run head clearance, handrails (Uniform Building Code section 1003). 2. • Guardrails (Uniform Building Code section 509). 3. Bride or stone veneer (Uniform Building Code section 1403). 4. Exterior plaster- weep screeds (Uniform Building Code section 2506.5). 5. Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). 6. Foam insulation - protection. 7. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). S. Taro exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). 9. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 10. Attic access and ventilation (Uniform Building Code section 1505). Sound requirements. Energy design compliance and supporting documentation. A,� 13. CDF responsible area requirements. % p �C/�f M lb _ WELDING PERMIT REQUIREMENTS: nn 1. ❑ SRA. 2. ❑ Flood elevation cenificate. 3. ❑Fire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub-Standard Housing lever. }, Pace _ of _ PROJECT PROCESSING RECORD Applicant: av- � Owner: A.P. #: 9k:% ((.p Permit #: 2 —zo, Work Description: Date Description of Step or Status 3.12.02 9- c - 2>�v -{o - 6� 3,(3.0Z 3.1q'02 Pj-(k� v v �r6i V� 1'- to FROM : CHICO InSulat,on 630 894 2475 FAX NO. : 630-894-2475 Nov. 12 2002 08:14AM P1 CLIMATE PROA FIBER GLASS BLOWING WOOL Your home has been professionally instdated to provide a guaranteed thermal resistance. 1710NIEOVVl ;R's JVAME � 4 s 4. 1 r�- ADDRFss _ ! C S �. lc.y ory - ---�- sTAir; , ;— ZIP -- RECORD OF INSTALLATION BLOWING WOOL BATTS AND ROLLS NEw CONSTRUCTION IF RETROFIT' P,•VALUE THICKNESS AREA INSULATED ❑ RLTUI>Frr DE"H IAF PREVIOUS �INSLUTION NO-isER VF SAGS USF + .n Ir:cNES AREA INSULATED LSTR/ATt,U R•VALUE OF .,o Fr. t'Klvo�s I�sl:rnnoN �� TFIR:KNF>.i OF INSULATION 1L 7- TITF.(S) OF PIk;t7OUS INLHEE I:NSULMON IN ATTIC RAALVE OF INSULITION 3 9 CUU`C;,N - 5 0 .JQ. T. IN. Iv._ ?f'� C> so, Fr. N. SQ. FT. F1,00Ri 2 ' 3 �!%wt S I.N. _ZZ 2 tT SQ. FT. -- --.� __IN. SQ. FT. M IMAT>` pun RAr. wrwur 117-10 RIfIRAIRIA1 R'NALUE MINIMUM THICKNESS BAGS'PER _- 1000 -SO. Fi:_ _MAXIMUM NET"COVERAGE- MINIMUM WEIGHT' PER SLI. ET. Tn nhusin nn insulation InsraUed. The numbers bags Cmitem,b of 7,12, uroight per _ iruulnlion p- 1000 sq. ft, of this bol; should sq. fl. of installed reslstano, (R) of: shmi& not be less thin: net area shcwld not bo less than: not an cr iruuhVion should. �u mare than: not be Less than: 1.1 5`': in. 7.0- 142 sq_ ft. 0.176 lbs.. 19 8%, in. 12-5 79.9 sq_ fL 0:318 lbs. 22 10 in. 14.6 68.4 sq. ft. ().3651bs. 26 I 1114 in. •17.2 58.0 sq. fL 0.431 lbs. 30 13 in. 20.0 50.0 sq. fL 0.5001bs. .38 169 in. 26.3 38.0 sq. ft. 0.659 lbs. 44 18X in. 30.5 32.8 sq. it 0.763'Ibs. 50 20f! in. 35:5 28.2 sq. ft. 0 886 Ibs. 60 25:4 in. 14.0 23.2 sq. ft 1.076 lbs. (NSUI,AI70N CONWAGTOR SICNATURL _ i .+ DATE __v — Z / --C Z•. coMeu.'y co �.,s,,l��;o.. AAORE5tr�r,�1j�_ C:�© C. rl;oTE HOME BUU.DER S1GNkrum' DATE COMP:kiw__ ADDRESS_ -- )?HONF. 6 E0 Johns Manville Johns ...... �n — BIC "I 7157 0 103710hna Mn Vdje Co,.L'..n .-x....,1..•1. '—Y I—V Im.cont. For m0+r, mforMaj,on wll ; .80";yl �j t 03. 5305340735 11/12/2;002 13:10 5305340735 BUILDERS PAGE 01 ADPW PA r Elate - -Certificate ®f Conformance Certificate_ a.9 4 6 THIS IS TO' CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products — Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses RITC 117-93 — Manufacturing — Standard Specifications For Structural Glued Laminated Timber Of SottWOOd Species IT IS HEREBY CERTIF=IED that the APA r -WS trademarked Structural glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. �t/r 1-36 3 3 __7 3 Z 00,0 k. O •o 2 �' 10 oft }� SEAL m• ®W'40 01, IN V #, id 11111401 y ®� 'Y CDF FIRE SAFE REQUIREMENTS 6-3L 0 2-0 LLL C#�,e AP# PERMIT # NAM Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made apart of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [ 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Drivewav Standards [" 1273.02 Surface. All driveway surfaces and structures (bridges, I" 1273.07 culverts and other app"rte-aant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [ 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [] 1. No roadway shall have a horizontal inside radius of I- curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. [�1 2. The length of vertical. curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. ] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. �(] 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 I feet long with a minimum 25 foot taper on each end. [�] 1270.10 Width. All driveways shall provide a minimum 10 foot I traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of • 3•-. C. r g g- 3 6 rr ( L © z- oz.�Z G'l-Ye-72S2 69,U s 1� AP # PERMIT # NAME [Y1 1273.10 Turnouts. Driveways exceeding 150 feet in length, but l less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates 1. Gate entrances shall be at least two feet wider than the roadway it serves. [�} 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [X1 3. Where a one-way road with a single traffic lane f provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [ 1. All parcels 1 acre aid larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from 411 property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall ba completed prior to completion of road construction )r fi:ial inspection of a building permit. Page 2 of 3 I 34 /�� p2 -02_,t742__ AP # PERMIT # Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ] NAME If Building is Less Than 15 Feet Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed _0% of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials .2 - bate Date Signature Page 3 of 3 SITE PLAN REVIEW APPLICATION Date: 2 -1 S - C?Q2 AN�6�' Permit Number (if applicable) Q `2- C321H Z APPLICANT INFORMATION Parcel Size: 2-C), 9'2- Owners 2Owners Name: Gid rZ_1^ EYZ > C -H r2_1 S SA -AJQi"N4C� Owners Address: 26 •#2 Cf�aG C1Z1Z IYZ . 02,E)NA t-L� 6) Telephone No.: 69 2 Situs Address: (3A1e-Vco, e Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Nlulti-family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ® Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval ® Site Plan Stamped Approved By Date l Page 1 of 5 r`. ALL ITEMS CHECKED APPLY TO THE PROPERTY A Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attacped) • Flood Zone: • Flood Panel No.: 82;;; C, Index Date: {>— ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ C hapman/Mu I berry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance -------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: A Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front �� Z Side Side Street I Rear Height Waterway + N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Nr Applicable Development Fees: Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Amount . Formula ------------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) " Check with school district to verify actual fee if pie -application review. A final determination will be made at the time of the building permit. Parcel Created By Deeds: Date of Creation: Deed of Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation Comments: ❑ Parcel Deemed to be legal Legal Access Provided: ❑ No Legal Access Required ❑ No ❑ No ❑ Yes, Road Name:_ ❑ No ❑ Yes ❑ Yes ❑ Yes ❑ Verify Legal Parcel ❑ Verify Legal Access. ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ` ❑ Meet current Environmental Health Department requirements Page 3 of 5 L r.. Subdivision N-faw?arcel Map: Map Date of Recording: -) Lot: q Book: _L8 Page: ❑ Use PermiON11nor Use Permit Permit Number: Date of Approval: ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance on slopes steeper than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. Page 4of5 Summary of Specific Requirements: )low' This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 i 1 El Summary of Specific Requirements: )low' This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 i 1 MICirIAEL MOONEY CIVIL ENGINEER RCE 20647 Job Number 192-01-04 Job Name Sam's House/Castle Construction AP# Date 1/23/02 Analysis UBC 1997 . Dead Loads Roof Comp roof 6.0 1/2" plywood 1.5 Trusses 4 Insulation 1 1/2" Gyp 2.5 15 psf. Wall Stucco 10.0 Plywood 1.5 Framing 1.5 1/2 gyp 2.5 Insulation 1.0 17 psf.,. Floor Plywood 3 Framing 3 Insulation 1 8 nsf. - Page Vol- Live loads 16.psf. 40 psf. - Wind Loads P=C eCq q I where Exposure B Ce =0.62 @ 15 feet Cq =0.3 in/ 0.9 out windward roof q = 14.5 psf @ 75 mph 0.67 @ 20 feet 0.7 out leeward roof I = 1 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic QrxF SSIONq� V=2.5Ca1W/1.4R M c`,L Ca=0.36,I=1,R=5.5/4.5 Soil Bearing 02 1500 pounds per square foot - Friction = 0.35 �Q Lateral bearing =)r%0 psf/ft. 0e -02¢Z 13UTTE COCJNT . 60ILDING DEPARTMENT .3�/ 02 � • . . 0 10 �E60t�LO �LOOR M, :1D r- . L60e(L f7- S-wz, N Ce Cq q I P 0.62 0.3 _ 14.5 1 2.70 0-15 8.99 0.67 0.3 14.5 1 2.91 15-20 9.72 0.72 0.3 14.5 1 3.13 20-25 WINDWARD ROOF 10.44 0.76 0.3 14.5 1 3.31 25-30 11.02 0.84 0.3 14.5 1 3.65 30-40 12.18 0.62 0.7 14.5 1 6.29 0-15 0:67 0.7 14.5 1 6.80 15-20 0.72 0.7 14.5 1 7.31 20-25 LEEWARD ROOF 0.76 0.7 14.5 1 7.71 25-30 0.84 0.7 14.5 1 8.53 30-40 0.62 0.8. 14.5. 1 7.19 0-15 11.69 0.67 0.8 14.5 1 7.77 15-20 12.63 0.72 0.8 14.5 1 8.35 20-25 WINDWARD WALL 13.57 0.76 0.8 14.5 1 8.82 25-30 14.33 .0.84 0.8 14.5 1 9.74 30-40 15.83 0.62 0.5 14.5 1 4.50 0-15 0.67 0.5 14.5 1 4.86 15-20 0.72 0.5 14.5 1 5.22 20-25 LEEWARD WALL 0.76 0.5 14.5 1 5.51 25-30 0.84 0.5 14.5 1 6.09 30-40 'A) Amjm-�l, Zt. Lc LA�T W C-NQJM' +-o ssz 14 (q f-CO =3) WOMW 6 W,- sx.(�,-,,- esxn _ 0 2��� WDI I D -''D ` IUD 1.k t 0 MJJ 1) , 0 V ��X.�2x o.�+• la�CS��,�--f-�o�CCc� ��� � 1 r'�S s tkoW lam► ar= (A«s. 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ASTeCT RA-l 02 S ev2 P S w ka.L- L- S LAM14- U�— Kt'S-+- -A.oc,T. X/ 1`14-J,S- (g RC1 �2 I h-tt ov--/�2 `�� Gl � b �16� -�� �-��2��c 0,2�2� 2 � 4 3� � �� � 6�� t��C�n. �� •=•. MICHAEL LOONEY ' CIVIL ENGINEER RCE 20647 Job Number 102-01 -04 Page Job Name Sam's House/Castle Construction /0 AP# Date' 1/23/02 Analysis UBC 1997 Dead Loads Live loads Roof Comp roof 6.0 1/2" plywood 1.5 Trusses 4 Insulation 1 1/2" Gyp 2.5 15 psf. • 16 psf. Wall Stucco 10.0 Plywood 1.5 Framing 1.5 1/2 gyp 2.5 Insulation 1.0 17 psf. • Floor Plywood 3 40 psf. 4 Framing 3 Insulation 1 8 psf. •. Wind Loads P = Ce Cq q I where Exposure B s Ce = 0.62 @ 15 feet Cq = 0.3 in/ 0.9 out windward roof q = 14.5 psf @ 75 mph 0.67 @ 20 feet 0.7 out leeward roof I = 1 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic ' V=2.5CaIW/IAR Q� ESS/1 C8=0.36,I=1,R=5.5/4.5 �p L 00, 9� Soil Bearing ® L�. Fac 1500 pounds per square foot Friction = 0.35 \64 ;:0 Lateral bearing = 250 psf/ft. � i, CARTER / SAMS J2 �g ALL SETBACKS=6' TYPICAL Z. tS w f"m tim J' -:, t3V=-11s A-(,-) 3 s� S [�1-y 4141(,Y3f2) ? 2?c v- sou, '2041 # tci2� C2z 313 < 45D 473 \ r 3'l 4.11 2-W—ly A di - od, LD DC t 0, -1.o J t -- Iii .o B _... _.� (1h A-.- Choose "Title Block" menu item on Settings Screen to change these five lines to your own special title information & company .logo GENERAL TIMBER BEAM DESIGN Timber Section Beam Width. Beam Depth Lamination Thickness Fb - Bending Fv - Shear Fc - Bearing Date: 02/01/02 BEAM DATA SPAN DATA End Fixity Pin:Pin Center Span = = 5.125 in Elastic Modulus 1800000 psi Left Cantilever = = 12.00 in Beam Density = 35.0 pcf Right Cantilever = = 1.50 in • Load Duration Factor = 1.25 UNBRACED LENGTHS = 2400 psi Beam Wt. is Added to Loads Le : Center Span = = 190 psi End Shear Calc'd at Support Le : Left Cant. _ = 650 psi Le : Right Cant. _ APPLIED LOADS Point Load: DL = 715.0 # LL = 673.0 # at 10.16 ft Pager b 13.87 ft 0.00 ft 0.00 ft 2.00 ft 0.00 ft 0.00 ft Point Load: DL = 715.0 # LL = 673.0 # at 0.16 ft Point Load: DL = 715.0 # LL = 673.0 # at 2.16 ft Point Load: DL.= 715.0 # LL = 673.0 # at 4.16 ft Point Load: DL = 715.0 # LL = 673.0 # at 6.16 ft Point Load: DL = 715.0 # LL = 673.0 # at 8.16 ft Point Load: DL = 715.0 # LL = 673.0 # at 10.16 ft Point Load: DL = 715.0 # LL = 673.0 # at 12.16 ft SUMMARY USING 5.125 x 12.000 Beam, Bending = 55.17%, Shear = 56.53% Max. Pos Mom @ 6.16 ft= 16.97 k -ft Shear: Max. @ Left = 5.50 k Reactions... DL Maximum Max. Neg Mom @ 13.87 ft= 0.00 k -ft ....used for dsgn = 8.26 k Left = 2.89 k 5.50 k Max @ Left = 0.00 k -ft ....Area Req'd = 34.77 in2 Right = 2.33 k 4.42 k Max @ Right 0.00 k -ft Max. @ Right = 4.42 k Max. Allow Moment = 30.75 k -ft ....used for dsgn = 6.63 k Deflections... fb : Max. Actual = 1655.2 psi ....Area Req'd = 27.91 in2 Center = -0.23 in -0.44 in Fb : Allowable = 3000.0 psi fv : Max. Actual = 134.26 psi ....Dist = 6.93 ft 6.935 ft Fv : Allowable = 237.5 psi ...L/Deft = 718 . 377 Ck = .811(E/Fb)'.5 = 19.87 Left = 0.00 in 0.000 in Cs = (LeD/8'2)'.5 = 4.83 Bearing Req'd @ Left = 1.65 in ...L/Defl = 0 0 Cv per UBC 2312.4.5 = 1.00 Bearing Req'd @ Right = 1.33 in Right = 0.00 in 0.000 in ...L/Defl = 0 0 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 - 7 Choose "Title Block" menu item on Settings Screen to change these five lines to your own special title information & company.logo Date: 02/01/02 Page: GENERAL TIMBER BEAM DESIGN �Q t.uM� 2 BEAM DATA SPAN DATA Timber Section End Fixity Pin:Pin Center Span = 16.25 ft Beam Width = 3.125 in Elastic Modulus = 1800000 psi Left Cantilever = 0.00 ft Beam Depth = 12.00 in Beam Density = 35.0 pcf Right Cantilever = 0.00 ft Lamination Thickness = 1.50 in Load Duration Factor = 1.25 UNBRACED LENGTHS Fb - Bending = 2400 psi Beam Wt. is Added to Loads Le : Center Span = 2.00 ft Fv - Shear = 190 psi End Shear Calc'd at Support Le : Left Cant. = 0.00 ft Fc - Bearing. = 650 psi Le : Right Cant. = 0.00 ft APPLIED LOADS Trapezoidal Load: DL: 85.Oplf @ Ift, 85.Oplf @ rt LL: 80.Oplf @ Ift, 80.Oplf @ rt from 2.75 ft to 16.25 ft Point Load: Dj- = 450.0 # LL = 423.0 # at 1.75 ft Point Load: DL = 2049.0 # LL = 1928.0 # at 2.75 ft SUMMARY USING 3.125 x 12.000 Beam, Bending = 70.36%, Shear = 85.60% Max. Pos Mom @ 3.96 ft= 13.19 k -ft Shear: Max. .@ Left 5.08 k Reactions... DL Maximum Max. Neg Mom @ 16.25 ft= -0.00 k -ft ....used for dsgn = 7.62 k Left = 2.65 k 5.08 k Max @ Left = 0.00 k -ft ....Area Req'd = 32.10 in2 Right = 1.14 k 2.14 k Max @ Right = 0.00 k -ft Max. @ Right = 2.14 k Max. Allow Moment = 18.75 k -ft ....used for dsgn = 3.21 k Deflections... fb : Max. Actual = 2110.7 psi ....Area Req'd = 13.54 in2 Center = -0.39 in -0.74 in Fb : Allowable = 3000.0 psi fv : Max. Actual = 203.29 psi ....Dist = 7.54 ft 7.540 ft Fv : Allowable 237.5 psi ...L/Defl = 498 262 Ck = .811(E/Fb)'.5 = 19.87 Left = 0.00 in 0.000 in Cs = (LeDB"2)".5 = 7.92 Bearing Req'd @ Left = 2.50 in ...L/Defl = 0 O Cv per UBC 2312.4.5 = 1.00 Bearing Req'd @ Right = 1.06 in Right = 0.00 in 0.000 in ...L/Deft = 0 0 ` -- v4.4U1 .(c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 _ Choose "Title Block" menu item on Settings Screen to change these five lines to your own special title information & company.logo GENERAL TIMBER BEAM DESIGN mvi Date: 02/01/02 Page: V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 BEAM DATA SPAN DATA Timber Section End Fixity Pin:Pin Center Span = 19.08 ft Beam Width = 3.500 in Elastic Modulus 2000000 psi Left Cantilever = 0.00 ft Beam Depth = 11.88 in Beam Density = 35.0 pcf Right Cantilever = 0.00 ft Lamination Thickness = 0.00 in Load Duration Factor = 1.00 UNBRACED LENGTHS Fb - Bending = 2900 psi Beam Wt. is Added to Loads Le : Center Span = 2.00 ft Fv - Shear = . 285 psi End Shear Calc'd at Support Le : Left Cant. = 0.00 ft Fc - Bearing = 750 psi Le : Right Cant. = 0.00 ft APPLIED LOADS Uniform Load @ Center Span: DL = 80.0 plf Trapezoidal Load: DL: 30.Oplf @ Ift, 30.Oplf @ rt LL: 120.Oplf @ Ift, 120.0plf @ rt from 0.00 ft to 9.50 ft Trapezoidal Load: DL: 18.Oplf @ Ift, 18.0plf @ rt LL: 70.Oplf @ Ift, 70.Oplf @ rt from 9.50 ft to 16.75 ft Trapezoidal Load: DL: 30.Oplf @ Ift, 30.Oplf @ rt LL: 120.Oplf @ Ift, 120.Oplf @ rt from 16.75 ft to 19.08 ft SUMMARY USING 3.500 x 11.875 Beam, Bending = 44.03%, Shear = 27.23% Max. Pos Mom @ 8.93 ft= 9.63 k -ft Shear: Max. @ Left = 2.15 k Reactions... DL Maximum Max. Neg Mom @ 0.00 ft= 0.00 k -ft ....used for dsgn = 3.23 k Left = 1.12 k 2.15 k Max @ Left = 0.00 k -ft ....Area Req'd = 11.32 in2 Right = 1.09 k 1.98 k Max'@ Right = 0.00 k -ft Max. @ Right = 1.98 k Max. Allow Moment = 21.87 k -ft ....used for dsgn = 2.97 k Deflections... fb : Max. Actual = 1404.6 psi ....Area Req'd = 10.43 in2 Center = -0.35 in -0.64 in Fb : Allowable = 3190.0 psi fv : Max. Actual = 77.60 psi ....Dist = 9.54 ft 9.464 ft Fv : Allowable = 285.0 psi ...L/Defl = 655 355 Ck = .811 (E/Fb)'.5 = 21.30 Left = 0.00 in 0.000 in Cs = (LeD/B'2)'.5 = 7.01 Bearing Req'd @ Left = 0.82 in ...L/Defl = 0 0 Cv per UBC 2312.4.5 = 1.10 Bearing Req'd @ Right = 0.75 in Right = 0.00 in 0.000 in ...L/Dell = 0 0 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 -- � .n-Zut t Li 1 J- 1171 I� V 50.kkvFiCU(L 52 3�Z tl) GIs cl) Cz1 s wt3 �� 4 Choose "Title Block" menu item on Settings Screen to change these five lines to your own special title information & company .logo Date: 02/01/02 Page:j GENERAL TIMBER BEAM DESIGN �O BEAM DATA SPAN DATA Timber Section End Fixity Pin:Pin Center Span = 16.25 ft Beam Width = 3.500 in Elastic Modulus = 2000000 psi Left Cantilever = 0.00 ft Beam Depth = 11.88 in Beam Density = 35.0 pcf Right Cantilever = 0.00 ft Lamination Thickness = 0.00 in Load Duration Factor = 1.00 UNBRACED LENGTHS Fb - Bending = 2900 psi Beam Wt. is Added to Loads Le : Center Span = 2.00 ft Fv - Shear = 285 psi End Shear Calc'd at Support Le : Left Cant. = 0.00 ft Fc - Bearing = 750 psi Le : Right Cant. = 0.00 ft APPLIED LOADS Uniform Load @ Center Span: DL = 90.0 plf LL = 40.0 plf Point Load: DJ_ = 1120.0 # LL = 1030.0 # at 6.00 ft SUMMARY USING 3.500 x 11.875 Beam, Bending' = 56.81%, Shear = 31.59% Max. Pos Mom @ 6.04 ft = 12.42 k-ft Shear: Max. @ Left = 2.49 k Reactions... DL Maximum Max. Neg Mom @ 16.25 ft= 0.00 k-ft ....used for dsgn = 3.74 k Left = 1.52 k 2.49 k Max @ Left = 0.00 k-ft ....Area Req'd = 13.13 in2 Right = 1.23 k 1.93 k::, Max @ Right = 0.00 k-ft Max. @ Right = 1.93 k Max. Allow Moment = 21.87 k-ft ....used for dsgn = , 2.90 k Deflections... fb : Max. Actual = 1812.2 psi ....Area Req'd = 10.17 in2 Center = -0.32 in -0.53 in Fb : Allowable = 3190.0 psi fv : Max. Actual = 90.03 psi ....Dist = 7.80 ft 7.800 ft Fv : Allowable = 285.0 psi ...L/Defl = 606 365 Ck = .811 (E/Fb) -.5 = 21.30 Left = 0.00 in 0.000 in Cs = (LeD/B'2)'.5 = 7.01 Bearing Req'd @ Left = 0.95 in ...L/Defl = 0 0 Cv per UBC 2312.4.5 = 1.10 Bearing Req'd @ Right, = 0.74 in Right = 0.00 in 0.000 in ...L/Deft = 0 0 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 Choose "Title Block" menu item 'bn Settings Screen to change these five lines to your own special title information & company logo Date: 02/01/02 GENERAL TIMBER BEAM DESIGN Page SPAN DATA BEAM DATA Center Span = 10.50 ft Timber Section 0.00 ft End Fixity Pin:Pin Beam Width = 3.500 in Elastic Modulus = 2000000 psi Beam Depth = 11.88 in Beam Density = 35.0 pcf Lamination Thickness = 0.00 in Load Duration Factor = 1.00 Fb - Bending = 2900 psi Beam Wt. is Added to Loads = 0.00 in Fv - Shear = 285 psi End Shear Calc'd at Support 0 Fc - Bearing = 750 psi 0.000 in ...L/Deft = 0 0 'APPLIED LOADS Uniform Load @ Center Span: DL = 150.0 plf LL = 280.0 plf SUMMARY USING 3.500 x 11.875 Beam, Bending = 27.74%, Shear = 29.26% Max. Pos Mom @ 5.25 ft= 6.07 k -ft Shear: Max. @ Left = 2.31 k Max. Neg Mom @ 0.00 ft= 0.00 k -ft ....used for dsgn = 3.47 k Max @ Left = 0.00 k -ft ....Area Req'd = 12.16 in2 Max @ Right = 0.00 k -ft Max. @ Right = 2.31 It Max. Allow Moment = 21.87 k -ft ....used for dsgn = 3.47 k fb : Max. Actual = 884.8 psi ....Area Req'd = 12.16 in2 Fb : Allowable = 3190.0 psi fv : Max. Actual = 83.39 psi Fv : Allowable = 285.0 psi Ck = .811(E/Fb)'.5 = 21.30 Cs = (LeD/B'2)'.5 = 7.01 Bearing Req'd @ Left = 0.88 in Cv per UBC 2312.4.5 = 1.10 Bearing Req'd @ Right = 0.88 in Page SPAN DATA DL Center Span = 10.50 ft Left Cantilever = 0.00 ft Right Cantilever = 0.00 ft UNBRACED LENGTHS Deflections... Le : Center Span = 2.00 ft Le : Left Cant. = 0.00 ft Le : Right Cant. = 0.00 ft Reactions... DL Maximum Left = 0.84 k 2.31 k Right = 0.84 k 2.31 k Deflections... Center = -0.04 in -0.12 in ....Dist = 5.25 ft 5.250 ft ...L/Deft = 281.1 1023 Left = 0.00 in 0.000 in ...L/Defl = 0 0 Right = 0.00 in 0.000 in ...L/Deft = 0 0 V4.4C.1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 - L Choose "Title Block" menu item •on Settings Screen to change these five lines to your own special title information & company. logo Date: 02/01/02 GENERAL TIMBER BEAM DESIGN V4.4C1 (c) 1983-96 ENERCALC Page: SPAN DATA BEAM DATA Center Span = Timber Section Left Cantilever = End Fixity Pin:Pin Beam Width = 3.500 in Elastic Modulus = 2000000 psi Beam Depth = 11.88 in Beam Density = 35.0 pcf Lamination Thickness = 0.00 in Load Duration Factor = 1.00 Fb - Bending = 2900 psi Beam Wt. is Added to Loads Left Fv - Shear = 285 psi End Shear Calc'd at Support = 0 Fc - Bearing = 750 psi = 0.00 in 0.000 in ...L/Defl = 0 APPLIED LOADS Uniform Load @ Center Span: DL = 90.0 plf LL = 360.0 plf SUMMARY USING 3.500 x 11.875 Beam, Bending = 45.0096, Shear = 38.100/0 Max. Pos Mom @ 6.54 ft = 9.84 k -ft Shear: Max. @ Left = 3.01 k Max. Neg Mom @ 13.08 ft= 0.00 k -ft ....used for dsgn = 4.51 k Max @ Left = 0.00 k -ft ....Area Req'd = 15.84 in2 Max @ Right = 0.00 k -ft Max. @, Right = 3.01 k Max. Allow Moment = 21.87 k -ft ....used for dsgn = 4.51 k fb : Max. Actual = 1435.4 psi ....Area Req'd = 15.84 in2 Fb : Allowable = 3190.0 psi fv : Max. Actual = 108.60 psi Fv : Allowable = 285.0 psi Ck = .81 1(E/Fb)'.5 = 21.30 Cs = (LeD/B"2)'.5 = 7.01 Bearing Req'd @ Left = 1.15 in Cv per UBC 2312.4.5 = 1.10 Bearing Req'd @ Right = 1.15 in V4.4C1 (c) 1983-96 ENERCALC Page: SPAN DATA DL Center Span = 13.08 ft Left Cantilever = 0.00 ft Right Cantilever = 0.00 ft UNBRACED LENGTHS Deflections... Le : Center Span = 2.00 ft Le : Left Cant. = 0.00 ft Le : Right Cant. ' = 0.00 ft Reactions... DL Maximum Left = 0.65 k 3.01 k .Right = 0.65 k 3.01 k Deflections... Center = -0.07 in -0.31 in ....Dist = 6.54 ft 6.540 ft ...L/Deft = 2326 506 Left = 0.00 in 0.000 in ...L/Deft = 0 0 Right = 0.00 in 0.000 in ...L/Defl = 0 0 is MICHAEL MOONEY, KW -0601576 I 4A s•aw�( VV a k.?Gt � �1 ^ted 1,1, t�-�o► fir) y *W10�-'r� " ' " O ,, b d poI 1 _�, -�r�l♦,> S J 1117-1-1 S CA -c7 (�-N �I { 01-)s -E� 2A 01 ukl ! 5 314U n/1 GI ��� � � � � S�+ N 1 1 1"� � M � A S M S I�1 U� n OVA 1 - NM c�GJ -1 °`� �, S OI S U i� M 1.1 Cu SGA► L+6-5 Gly .�oN S� o � Nl. �o-G�`c�tS _�►��l CA d on/ o GI Z S �/1� n �. S W L o Z S VV �+ o �. S I/V S e,LL z t ' • .� . �II�Ii��Ll�l�l����ll�l��l��II��I .. . Spencer and Valerie Pendley - 9294 Goodspeed Rd. #D r Durham, CA 95938 . Xc _ . .kN S w—=u j a'1'T� � ? -� �►�` o'J "111 M 7Zo)i,I ],c-, �S (1 s a N ,�•-�-1 M -L w&---YZA Q \,"-A If9 z S M Shear Wall and Hold Down Schedules Page 10 MaxQuake ®19% Archforms Ltd. All Rights Reserved Lateral Load Analysis & Date: Sept 121999 Firm: AEC Group Job: ER981 ED1 -Lockwood-addition 13y: L.J.Wamer AIA CSI Q99.02We7 Construction Design Software DIAPHRAGM OPTIONS: RYFI Framing Mat. Rf/FI Dia hragm Fasteners DF orSo.Pine X All Unblocked BdCom0nlyHem COLLECTOR/TIE AND DIAPHRAGM SCHEDULE Fu Rf UnBlk, A Blk X Bd@Rf, 10@FI MOther CIT Max. Collector/Tie Tie Tie Rod Block All Edges 10d Com 0ny Type Force Cont Joist or Strap Washer 14 ge Staple Symbol Qbs) Solid Blocking or Cont Dia. Dia. HD To Customize, Overwrite Schedule or See Apx. C Other less of C&T par to grain: 425 Joist 20ksi 625• Note 1,2,6 Note 2,3,4 Note 4 Note 5 Note 7 Use Collector/Tie as speed per symbol or any below NA 300 _ A C1 2,231 20 MST27 a C2 3,506 2x6 MST37 314" 1.79 2- HDSA Frame Model Numbers and Unit Shear Capacities (lbs) Height 7 ft 8 ft 9 ft loft e C3 4,405 2x8 MST48 718" 2.24 2- HD6A Lgth a C4 5,800 2x10 MST60 7/8" 2.96 2- HD8A - e C5 6,440- 2X12 2-MST31 -7/8" 3.28 2-HD8A - e e e C6 8,310 2- 2x10 HSTS 718" 4.23 HD10A A e C7 11,170 2. 200 HST6 7/8" 5.69 2- PHD6 A e C8 17,691 3. 200 7/8" 9.01 2- HD10A e ? 7 7 ? ? 1 Provide Cont. Rim Joist/Rafter or Solid Blocking at afl Shear Wall Grid Lines ' 2 A properly sized continuous Rafter or Joist can act as both Collector and Tie 3 Between Blocks or breaks in RafterslJoists provide straps to maintain Tie continuity ' 4 Run AiHhread Rod thru Rft/Jst, lgth=LoadlShear(plQ, secure ends wl Washer or HD 5 Provide Washer w/ Dia. (inches) at end of blocked Rft/Jst bays, Mel. iron or 114" St. ' 6 Connect Continuous ColledorfTie to shear wall as required by Shear Wall Schedule - 7 HD at Rod to Shear Wall andlor Rft/Jst. Mfg. by Simpson Strong -Tie Cat C-99 ' ROOF/EXT. WALL UP -LIFT SCHEDULE Roof Shear Diaphragm Edge Floor, Shear` Diaph. Diaphragm Load Material Nail Diaphragm Load Material Wall Uplift Stud to Plate Plate to Rafter Stud to Rafter Type (plQ at 16" oc at 24°oc at 16° at 16" oc Symbol (pit) Note 1,2,4 Note 3 Symbol (pIQ Note 1,2,4. 50 8d Nail 10d Nail A T 100 Ply Nailing or H2 H2 A U 180 A35 H4 H2 A V 310 SPI H10 H1 H2 A W 460 SP4 H7 H10 LTS10 A X 600 SP2 H10 H7 a R6 180 1/2" Ply 6" a F6 215 X314" Ply a R4 112" Ply 4" a F4 314" Ply a R3 1/2" Ply 2-112" a F3 3/4" Ply a R2 112" Ply 2" a F2 _ _3/4" Pty ? 7 ' A Y 1,170 FTA2 1 Sheathing: Floor 314 CD -AC Py/OSB, Roof 1/2 CD or CC PWOSB, Unblocked f A Z 2,560 FTA7 2 Framing: Zx typ, 3x regd N 10d pen more thanl-98", or rails spaced less than 3"oc ? 3 Typ. Fasteners: 8d Com. @ Roof,l0d Com. @ Floor (no sinkers) field 12"@Rf,10"@FI 1 Anchors and Clips as Mfg. by Simpson Strong -Tie Co. Cat C-99 4 Continuous Rim Rafter/Joist recommended at perimeter of unblocked diaphragms _ .. `t P' p 'dj �Z1'9:ti La�51a, UQ.�� ���� p j. b�ZZl cWX CF KC WLL 44a rfvt I Cr L,( - X00 ➢C 4�3 �C 1. G��. I b_ 'O Na 2 (2- 9A�C f- P� f _ 4051A, Z IA OJ AJY) vi�AX 6- X- ly(� ( K na�.4 .64 t�AED 6Y- MICHAEL M OONE Y CIVIL ENGINEER RCE 20647 Butte County Development Services.Department Building Division 7 County Center Drive Oroville, CA 95965 5A MADRONEAVE. OROVILLE, CA 95966 (916) 533-2131 January 23, 2002 Re: Truss calculations Samatha's house/Castle Construction I have reviewed the truss calculations for this job. My review includes identifying and locating loads in excess of 3000 pounds. Where inadequate, foundation elements have been revised to reflect a maximum design bearing load of 1500 pounds per square foot. Thank you for your consideration and patience. Yours, Mi My 9-30-05 9