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047-670-064
FIRE DAMAGE REPORT -ZO-6 047-670.064 02-1983 DUGGAN, STEVE INALE 4014 AUGUSTA LN., CHICO y'%G NE%V SINGLE FAMILY 047-670-064 03-1023 DUGGAN, STEVE 4014 AUGUSTA LN, CHICO .a INALED CONT: SUNSHINE POOLS�D ((II POOL -MASTER #510-97 b T -� � -03 047-670-064 03-1973 DUGGAN, STEVE 4014 AUGUSTA LANE, CHICO Cont: OWNER NEW PRI DET GARAGE (Z4, as 2 -IJ -0y 047-670-064 04-2231 DUGGAN, STEVE 4014 AUGUSTA LN, CHICO Cont: OWNER NEW PRI DET GARAGE rj/J'TL ial-1U/o5' BUTTE COUNTY . DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAM (530)538-2140 WEBSITE: www.buttecounty.netkdds PERMIT NO. BP042231 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: 11/03/2004 APN: 047-670-064-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 4014 AUGUSTA LN CHI Date: Contractor: Map Index: Description: PRI DET GAR(560) OWNER43UILDER 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: DUGGAN STEVEN B &GINA T permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a 6 LANAI CT signed statement that he or she is licensed pursuant to the provisions of CHICO, CA the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 95973-7693 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: DUGGAN STEVEN B & GINA T Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). !� 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). O I am Exempt under Article 3 of the Business and Professions Code Date: !l _ 3 —J� y Owner: T �'l/f= �Lrr�r,4/1� . License #: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Architect: HAWKINS, GARY Labor Code, for the performance of the work for which this permit is issued. Engineer: ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 560 S. F. Valuation: $13,440.00 PolicyV, -for -this Census Code: I certify that in the performance of the work is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: — ©•700 •� Applicant:11 V WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one e 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. - 916 7 A / CONSTRUCTION LENDING AGENCY This permit is hereby issued under t e applicable provisions of the Butte County Code anfUpr I hereby affirm that there is a construction lending agency for the ResolutVno to dwork in ' ated ve f hick fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) / Q Name: B : / L__/ate: 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 Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized gent o e 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 ffi ' form or d ment Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: �/ ��/� %/� rI�2� Signature: Date: ❑ Owner 13 Contractor ❑ Agent for Owner ❑ Agent for Contractor S49, 90 LJO0114 BUTTE COUNTY i53c�? 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 OFAPPLICATION "PLEASE PRINT CLEARLY" OWNER Last Name Name Address City Stat Z Pho F � E-mail APPLICANT NAME CONTRACTOR Name City -,i��U Address 9 City Fax State Zip Phone -. Fax E-mail Date Approved: Lic. # Class APPLICANT NAME ARCHITECT/ENGINEER Name City -,i��U Address 9 City/2 Fax S e Subdivision Name Phone -. Fax E mail Date Approved: State License Number APPLICANT NAME Name G^ r Address City -,i��U St ar4` 9 Ph o Fax E-mail APPLICANT SIGNATURE X For office use only: Zoning Flood Zone �^ SRA No Occ. Type Const Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. 64' B Description or S ope ofYork: 921 iL AM �1 Sq. Footage O Structure Buil 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. Amount Receipt #:q 0-7 001 D lag ate: -7 "f6 L Sheriff i SMIP Other ` Total LOCATION AP# �^ P o erty Add C' Cross Str — Z4�__ 71 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 S ope ofYork: 921 iL AM �1 Sq. Footage O Structure Buil 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. Amount Receipt #:q 0-7 001 D lag ate: -7 "f6 L Sheriff i SMIP Other ` Total SUBMITTAL 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 INS. Residentialj,New,°Rem@dels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPERI ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPHPAPERI OR 3 Sets Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXESI). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes) ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 8. Sanitation and site plan approval from the Environmental Health Department. ❑ 9. Metal Buildings: (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. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPERI ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPHPAPER1 ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FA)ES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ' ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (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. ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. - ' . OVER FOR BUILDING PERMIT APPLICATION AFORMSWILDING F0RMS1BIdgApp1SubRgmts.doc Page 2 of 2 REV 6-16-04 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER C, r, y�' i ASSESSOR PARCEL NUMBER Proposed Building Use: Oka V Counter Technician: Date: / Q I ems required in order to applo a permit. IIS oxes MUST be checked OR marked NA in order fvapply. / 1. Site plans, 3 or 4 sets sl ned by the pr parer of the plans. 2. Complete plans, 3 or sets, signedby the preparer of the plans. 0 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings l 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required........................................................................ ........ ❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet ............................ ❑ 22. City of Chico Plumbing permit ............................ .. ?... alifornia Department of Forestry plan approvals paid. Sent b . Q�.. D.R. B.4•o4- �55C tanning approval (A) Use:(B)Parking: (C) Parcel Che ❑ ontact Land Development about -Improvements, -Drainage ......................... ,TD 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carr iar'and Policy Number .......................................... 31. Owner -Builder Verification /Given to owner, _Mailed to owner ❑ 32. Letter of Signature authorization......................................:............................. ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: -- When issued Telephone (,0 and hold for pickup. I have been inforn)l d 9f the above i)6iTs�pnd requirements for obtaining a building permit. Applicant: Date: 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, o was advised of the above data by ❑ ph C3 mail, ❑counter, by Date: Contractor, design owner' s advised of the above data by on , ❑ mail, ❑ counter, b Date: -11 Plans reviewed by: Date: Plans approved by: Date Structural reviewed by: Date: I Structural approved by: Date: Note transfer by: Date: Yellow: Building Division rr 5 TO: Building Department- °p FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Lc Plan Approved for: Sewage Disposal Clearance for Other Hold final for: Final clearance O.K. for: NOTE: E.N. USE ONLY Rat Plan AttacMd Floor Man Anachad Sam to B.D. 7-(6-oY t -1v v w& 60 �il 7D 66�f AP# Water Supply: Public Private Well -✓ r, Environm to Health Speciali t 7 �� Date G� 8/96 O.B. - I OWNER -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. �. I personally plan to provide the jor labor and materials for construction of the proposed propeVrtY.1,m3pr0.vAemVP, nt : YES ��NO ❑ NOT ;signed an application for a building permit for the proposed work I have contracted with the following person (firm) to provide the proposed construction; NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work NAMM ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROP {'RTYOWNERr/' NUMB • DATE: NOTA: This Owner -Builder Yeftat on is required by Section 19831 and 19532 of the California Heafth and Safety Code, This vert kation must be completed and returned to our office before we are permitted to issue the permit: OWNER BUILDER INFORMATIrON Dear Property Owner. � sp� for a building permit has bei m y g yowelf as the builder of property For your protection, you should be aware that as "owner binder" you are the responsible party ofrecord on such a permit Building Permits are not required to 6e signed by property owners unless theyare own work. If your work is being performed Personally perfo�g their by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper Pew in his or her name. licensContractors are required by law to be licensed and bonded by 'be State of California and to have a business e from the city or comfy. They are also required by law to put their license apply P number on all permits for which they Ifyoi plan to do your own work; wit the exon of various trades that yon plan to subcontract, you should be aware of the foIIowing mfMMMSon for your benefit and protection: a If you employ or otherwise engage any Persons other than your immediate f oily, and the work (=hiding materials and other costs) is $30D or more for the entire project, and such persons are not licensed as contmators or subcontzacbars, Bien you may be an employer. ♦ If you are an employer, you must register wft the State and Federal Goveanment,s as an employer and you are subject to several obligati state �� easahoa ons incinduiig federal income tut withholding, federal socials taxe comp Mstuan disability ms rm= costs,and �Y s' umemployment compensation -coons. ♦ There may befinancial risks -for you ifyon do not -- -. - -- - -- - Obligations, and these risks are with respect to wolhes . curt these ob ' �p�ally serious �P cbmPersalian iu:suiaace. ♦ Form= specific mon aboutyour obligations under Federal Law, =grad tin Internal RM M= Service (and, if you wish, the U.S. Small Business ' ' ). For more specific information abort State Law, contact lite Deparhnent of Benefit Payments and the Division of industrial A=Oent obligations under If the strn� is intended &r S* PMPMIY owners who are not licensed contrattats are allowed to perform their work personally or 9mough their own employees, wfthout a &-rased co=WWr or subcontractor, only under limited conditions. A frequent practice of umlicemsed persons Professing to be m2mtors is to secure an "ovv= biildea" building perm ea 0 nIwotuslyI btiagthat$aepropertyovanerispighisorherown labor andpermits are not reqed to be signed by ors may owners trey P their o�wa a Pony. Bifiding imSUon about licensed obi are �g work personally. by mils► or at 1020 N Street; S �e State License Board in your Please lett CA. 95814. e'o� " O� Bunder Verification" on the reverse side of this form so that we can confirm that yon are aware ofthese mom. The building Permit WM not be issued aural the vmifi cion is retained. ,r - _ NOTF-- Y7= Owner-Bur7derrnforrnarorr Is requ&ed by Section -19830 ofBre Capon= Heale and Safety Code. utte County Department of Development Services, JNNE CHRISTOPHER, DIRECTOR lv- 7 County Center Drive Oroville, CA 95965 M (530) 538-7601 Telephone (530) 538.7785 Facsimile N N TO: ' M FROM: 1 SUBJECT: O � DATE: LP2A Scott Rutherford (530) 538-7160 srutherford()buttecounty.net Plans Transmittal For Review Per Contract 7/29/2004 Applicant: D uggan, Steve Permit 04-2231 Project Type: IGarage APN: 047-670-064 100% 70% Plan Check Fees - $ 219.96 $ 153.97 $ 219.96 $ 153.97 LP2A Fee $ 153.97 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other 11( ST Tr Department of Public -Works C o u n t y o f B u t t e o. ° J. Michael Crump, DirectorLAND DEVELOPMENT DIVISION O r Storm Water Management Program 7 County Center Drive Oroville, CA 95965 rc WOF'� (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 ACRE1 r - Project Description: Project Location and/or Parcel Number: <57L%7" 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. 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 reevocation of grading and/or other permits or other sanctions provided by laws Signed: O Date: ,--,.1_Crdt I -- Less than I Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/12/04 GarY Hawkins ARCHITECT Aug. 23, 2004 Butte County .11' Building Division��'! 7 County Center Drive AUG Oroville, Ca. 95965-3397 3 1004 L P 2 A 7610 Auburn Blvd. Citrus Heights, Ca. 95610 RE: Steve Duggan Project: 401 Augusta Lane Chico, Ca.95973 Plan Check No.04-2231 2040015-113 AP # Summary of itemized corrections: Architectural iY. See sheet 1 for applicable code information. See attached drawings. Structural I See attached' engineering .for revised 'header. See floor>plan 4for�ceilingt,�ois&?size -- - �•- See .foundation, plan for„�anchor-bolt::and-_washer size and -y y spacing . - R, !. - r :. .' .� _ w - If, you have any questions regarding_ this =item, please, do ._not -""`;'hesitate to call ,:thrs office.- 7 -Si rely awkins- ` Architect' LF -..z•tz..:� 1370 RIDGEWOOD DR., STE.10 • CHICO, CA 95973 (530) 892-2700 • FAX (530) 893-0532 • garyarch@email.msn.com \, August 9, 2004 Mr. Michael Vieira County of Butte 7 County Center Drive Oroville, CA 95965-3397 Phone: (530)'538-7541 Fax: (530) 538-2140 Re: Plan Review Address: Dear Mr. Vieira: Duggan Garage 4014 Augusta Lane County of Butte- FINAL REVIEW Jurisdiction Application No.: 04-2231 LP2A Job No. 2040015-113 Linhart Petersen Powers Associates (LP2A) has completed a final review of the following documents: 1. Plans: Two (2) revised copies Plan Sheets 1 & 2 Title/Cover Sheet dated June 28, 2004 (rev. dated 8/23/04) by Gary Hawkins. J 2. Structural Calculations: Two (2) copies dated 8/23/04 by Gary Hawkins. The 2001 California Building, Mechanical, Electrical, Plumbing and Energy Codes were used as the basis of our review. Please note there are no further comments. Therefore, we are recommending approval of the above noted items with the added redlines. Enclosed for your use are the above referenced documents bearing the LP2A plan review stamps along with the applicant's response letter. Please let us know if you have any questions. Thank you. Sincerely, ART PE EN POWERS ASSOCIATES Rog r Peterson, S. E. Structural Engineer PK:ag Bin 20 Enclosures: Cc: Alice Mefford: amefford@buttecounty.net f:\butte county 015\butte county 2004\2040015-113-pcf.doc LINHART PETERSEN POWERS ASSOCIATES 7610 Auburn Boulevard • Citrus Heights, CA 95610 (916) 725-4200 • FAX (916) 725-8242 • Toll Free'(877) 235-0653 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX ' \L DETACHED ACCESSORY. BUILDING OWNER'S STATEMENT OF USE Plan review will not be started until this form is completed, signed by the property owner, and returned to the Butte County Building Division. Attached Accessory Buildings and Additions will be checked .for residential use. Exception:- Garages and Carports. ' Owner: Phone: Mailing Addr Site Address: Assessor's Parcel Number: Zone: Please answer questions 1-16, and explain any yes answers for questions 2-14 in the space provided on page 2 of this form a GENERAL INFOR�IMATION: 1. Is there a primary dwelling on the property? Yes N ❑ 2. 3. Is the structure already built, under construction, or under notice of code violation? Will items in building Yes IBJ No ❑ produced this be offered for sale? Yes ❑ No 0� 4. Will the public have access to this building? Yes ❑ No ®� 5. Will any advertising, on or off site, be associated_ with the use of this building? Yes ❑ No SITE CONDITIONS: 6. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes ONo ❑ 7. Is any portion of the structure located closer than 20' to your front property line? Yes ❑ No [� ` S. 9. Do you plan to add a driveway or modify existing access to a county maintained road? Will Yes ❑ No !❑- the proposed structure encroach within any recorded easement? Yes'[] No 0� CONSTRUCTION 10. : FEATURES: Will this building have insulated floor, Yes 2--90 ❑ 11. walls, or ceiling? Will building be heated & this or cooled? Yes ❑ No 12. Will this building have a water closet/toilet? Yes ❑ No ®� 13. 14. Will this building have a sink? t Will building have heater? .i`, - Yes ❑ No ®� this a water _ 3 Yes ❑ No 15. What rype.of floor covering «ill the building have? C� 16. What type of «vall covering will the building have? v OVER I of 2 PROPOSED USE: (check only one box) 1. ❑ Residential Storage Shed - I will be storing in this building and it will not d for any other purpose (no bathroom and no heating or cooling). 2. EKPrivate Garage - "A building or a portion of a building not more that 1,000 square feet (3,000 by exception) in area in which only motor vehicles used by tenants of the building or buildings on the premises are stored or kept." A garage door is required. 3. ❑ Residential Carport - A covered structure intended for parking of vehicles. Two or more sides must be entirely open. 4. ❑ Residential Occupancy - Structures meant to be occupied, as opposed to a storage shed, garage, or carport. If you checked #4, please check the uses below which best fit this building. ❑ GuestHouse ❑ Pool House ❑ Studio Apartment ❑ In-law quarters ❑ Recreation Room ❑ Game Room ❑ Study ❑ Library ❑ Bonus Room ❑ Playroom ❑ Den ❑ Studio ❑ Artist Studio ❑ Hobby Room ❑ Craft Room ❑ Sewing Room ❑ Canning Kitchen ❑ Music Room ❑ Family Room ❑ Sun Room ❑ Private Office ❑ Workshop 1 ❑ Home Occupancy' ❑ Other - Use = Descn'be type orwortihop .. bhut be approved by the Butte CmM Planning Division. E-cPlanations: This area is for explanation of any "yes" answers on questions 2-14. Please indicate the question number before the explanation. Additional Information: Plan review will not be started until this form is completed and received. A Plans Examiner will contact the owner with specific requirements per the use indicated. I hearby affirm tinder penalty of perjury that the above information is true and correct. I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this ' rmation if or when the property is offered for sale. 0,wner's Name: Please Pry _� j rte- , ��G Owner's Signature:9Q ����_ Date: —4/ 2 of 2 CDF FIRE SAFE REQUIREMENTS 047-670-064 BP -04-2231 Duggan AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and made a part 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. [X] 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 provided for by the land owner. Drivewav Standards [X] 1273.02 Surface. All driveway surfaces and structures 1273.07 (bridges, culverts and other appurtenant structures which supplement the roadway [X] 1273.05 bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to [X] 1270.10 40,000 pounds. [X] 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [X] 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 1273.11 feet to those from 100-200 feet. [X] 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. [X] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [X] 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but 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. 1273.11 Gates [X] 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 the roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. tom, TV13P;r0R1UC),;3RE is S4 0"4113 �'-TVMSSI� );4,; .•1d imniupm .vw, ;dmsfi f: - d; 10 yj"-foliur, ca NO hnr praigniflim qw-, jf,.Orr�rjs, ,)e(3 Met 3::U I€ L. d."irky -,.Fr'vjO3 falloO yd lz""iquz jownimpo gmwws YRUO") Vj lDd to immuMm mqonijnc:-• of o-,cqB monwou jo DO .&VT 'Xi Ot Me arlysamm t;,;s ptnfjbpFoe F,:Ioflj d"Ivi In't ,)d,v`.A:5b brn zu,6,ln 1()illidls-IiGyn br%niin(ji edl ��ZtMl ni TO 1�001VOI-4 A19VIS! m Joel 081 qNbesma mVewuvhQ cluonmrT OUT i' IdUqUM srU men hmnw! a aWyma 1566 Mpal 6 M01 00b !Mal 22W As.. Irl fizff-e eh--orrij!.mat 008 yiwv�vhb F O-,9r4.Weill lo- .hEqr, jisl 004% rme1j, y;Or;j or, 1)s,-mya,q ol ell, PF,1411 Jobjw i, -OA ov.4 Ia13,)I 1"I T'd IrmY+.s I E)'*,mml 11:*1 CT tnei ir, bvls�,--, �)d pal)(r) E&ts�,!.Sh r ou -*i;,;; it pritol"'.12do !ifxlfivi qp:! 6! �P o3,dqv is wove 01 cqqO Had? "Z' "91"Ima s dlliw bo"m P. �nollkrq Mau ad llude auto) phnuj.)-,.V, U n c "'ost; wi \1 ww3w.b It,A .%,fj!3;:,3 1,3rito bim, artqvluo cd q1 WArIPST (11,1bo1oni buvsq pammu bqq.')Ya o; 101", .:Jbenc pq 0, SYSM Nadi Vowbool aA Mma lanuMbf, 1pqf; teel jja [,sfjf peN j* emavwn tD a,11, 1WI 001'JOE of th:Abh'; od b&(:? 1;,.vgt to ,o eutjw �.Vr.wbajn rtj,2q%mj-.i Jost OUP ns;b acs, !Un 'ne, flaffe 15!,iV1 povib I,* bloll rm).F.'sialm n Ivsif 1,11w,bo-itipe! ti (i 0."1 -s I I bGor; ::)A: -;O w1l f110,11 M. ;s) wlbm a Z --v pn^f IvDl CC As obw led or to nw1jugm 1, Od HadS jhjbn;UT AMSTO fX1 bno stuns pc sqn! Wet ER fnW10orgla, A19VIS! m Joel 081 qNbesma mVewuvhQ cluonmrT OUT i' IdUqUM srU men hmnw! a aWyma 1566 Mpal 6 M01 00b !Mal 22W As.. Irl fizff-e eh--orrij!.mat 008 yiwv�vhb F O-,9r4.Weill lo- .hEqr, jisl 004% rme1j, y;Or;j or, 1)s,-mya,q ol ell, PF,1411 Jobjw i, -OA ov.4 Ia13,)I 1"I T'd IrmY+.s I E)'*,mml 11:*1 CT tnei ir, bvls�,--, �)d pal)(r) E&ts�,!.Sh r ou -*i;,;; it pritol"'.12do !ifxlfivi qp:! 6! �P o3,dqv is wove 01 cqqO Had? "Z' "91"Ima s dlliw bo"m P. �nollkrq Mau ad llude auto) phnuj.)-,.V, U n CDF FIRE SAFE REQUIREMENTS 047-670-064 BP -04-2231 Duggan AP# PERMIT # NAME Fuel Modification 1276.01 Setback for Structure Defensible Space [ ] 1. All parcels 1 acre and larger shall provide a minimum 30 foot - setback for buildings and accessory buildings from all property lines and/or the center of the road. [X] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See other requirements below. [X] 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 be completed prior to completion of road construction or final inspection of a building permit. Other Requirements [ ] If Building Setback is 15 to 30 Feet: Class A or B roof Enclosed Eaves [X] If Building Setback is Less Than 15 Feet — Class A or B roof with enclosed Eaves and: Choose any 2 of the following: . . - Metal or no doors on side toward property line with insufficient setback - Interior automatic sprinkler system per NFPA 13D Glass area not to exceed 10% 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 08/04/2004 Date Signat e 2� M-36 52 1 ( i i'D Z. -IR 9A A 219,t 11 1QJA *0 I smvi"�� 91die'.1-1100 *lot 11f;f1c smc- t alemml .m�cn grit' to )',?St un gris 'i(Abnf. "'C'nil loll 5n F'. ;?tll 'PTl!fjqAl1 plibul-wil lVZ;NpjQ e!.aul bfin o(!dc"uGev 10 Im!0mit) u! ! vd bqvo-.-iqs 91ii fil"turin! !.,; ril jn�q.,-f .4 .?1,21 lo b;w 41 yd %I...ol %Iwu � A !IvNe bric mil.buniv.-oa virwjjvtlb )(jf3 bj}oi 11 aEl;2E. El No A 2es!'� aavvi 3 4e?olzw�3 Af! fa axIt -mWfu? N:qbill'upm din6fl!) vh-A1010, bru-nt.o) et)ia flo --novb o;l 10 lF.;wvl, I h i selp, Ol lor Eflm nlmt gnilli"R 'OnwoM 41n Cl 9 fxl SITE PLAN REVIEW APPLICATION / Date: �� ? -7 - AP# Permit Number (if applicable) Bin Number l3 APPLICANT INFORMATION Owners Name: Owners Address: Db4- Telephone No.: — Situs Address: Proposed Use: Residential . ❑ New Single Family Residential ❑ Single Family Addition ❑ Mobile Home Wff Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel -Trailer - F1 Multi -family ' Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): Parcel Size: 641za ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well ❑ Agricultural Buffer Form ❑ Applicable ❑ N/A DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) QR Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval RM Site 1 n Stamped p roved By Date®��-mi Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine specific requirements) 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: 0320 Index Date: w "� ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) North Chico Specific Plan (See Development Fees Section and attached standards and requirements) Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance -------=------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit- ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. tCCDF approval needed for encroachments into SRA setbacks. Page 2of5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front L0 ` Side I� Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. tCCDF approval needed for encroachments into SRA setbacks. Page 2of5 4. Applicable Development Fees: Standard Fees . , Amount Formula ❑ Fire - ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other .r Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit: I . Parcel Created By [1 Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No E]Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes,. Road Name: Complies with County Standards for Deed Creation:[ -]'No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 Subdivision Map/Parcel Map: Map Date of Recording: Lot: 62 ❑ Use Permit/Minor Use Permit Permit Number: Book: / v/ I Page: 26-30 Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. EJ ❑0 Page 4 of 5 Summary of Specific Requirements: 0 This information provided in this summary is based on the application information and on the best available data at the time of review. CALarrys\Building Permit Site Plan Reviewl.doc l Page 5 of 5 Butte County Department of Development Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538.7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING September 29, 2004 Steve Duggan 4014 Augusta Lane Chico, CA 95973 Subject: Building Permit — 04-2231 Dear Mr. Duggan: The Butte County Department of Development Services, Planning Division, has reviewed the submitted Building Permit, and require the following information to continue the review process. • Erosion Control Plan (ECP): the subject parcel is located in the Pheasant Landing Subdivision and North Chico. Specific Plan. A condition of development for the subdivision requires erosion control measures, which shall be indicated on your site plan. The erosion control plan should reflect Best Management Practices. Please return the updated site plan, prepared by a qualified professional, to Butte County Development Services, Planning Department. For your information, included with this letter are all the applicable conditions of this subdivision. Should you have any questions please feel free to call Chris Tolley, Assistant Planner, between the hours of 8:00 a.m. and 4:00 p.m. Monday through Friday at (530) 538-7603. Sinc y, ose Ph W. Baker Planning Manager/D - 2,1, d q RECEM OCT 01 �ntY OF �cofif OWA/E/PS 9-rR7SMEAVT" / STEPHEN T. SC1/U57ER 45 OWNER a, THE LANO S110WA/ HEREON ANO M/O VA94ZCY T/TLE ANO E54,t•OW CLw/PAA1 y 645 7,C&STEE eIA104Q 71/6 LL -E45 OF TRUST RECO,P,QE4 LVN,AS,Q RECORDER$ .S-11-4,Va4lBE,RS %-3396/, 96•-66jdoh 99. 517y9 A9N6,eEB1 57,47E 7WIH WE ARE THE ONLY P.6WW,VS WHOSE CONSENT 15 N6CE5$q eY ro P455 CLEA/P T/YLB TO S9/0 LAA/0 ANO WE coNSENr,r 7N6 PREPARAT/ON OF rN/S MAP. WE HEREBY OFFER FOR OEO/GAT/OAI FO,? SASC/F/C PUAePOSE6 r/VE F0440W/N4,: A4l/-&57,j LANE ANO 5PygLA5S VO4A:, 7t7 r6-- 4nallry 10F,O!?7E AV ,-EE 5/MAYE Foq,144 ,'t'/BCK USES • ,?. PUBUC SEXY/KE EA St51/75�PSE�ALO.VB,SrREET F,C rlCW5 0F191 1075 Foe.ELsC7.,Q/G%9GiT�EPHo,�•E�"G'ABLE. TECEVjS/o.V, C.r.Irku7ER,-ANO .�iVE1PAGE PvePo5E5. 9, STO/PM PRA1AAgea "SEML-WrN /AV LOTS 49, 55, Sg,ANO 61 A / 7.HE BEN/F/T OF BUTTE COUNTY. d . RELINOU/SllMEN�TOF ApBUTTSRS R/6NT5 of ACCESS ALONG AC/7Ua/',W/N A .0,7/VE AXONT,96e OF LOTS 66, 56, 57.441,0 6-- 70 ASu7To d o"WV y, STEP N . SCNUSTER MID ✓ALOEyy T/TLE qNo E.1 w Co y AMA OARLOW TITLE: icc marts/a/cTrf- ACACAIOWLE.06ME/VT STATE OF C'AL/FO/PN/q COUNTY OF A3G/77'E ON Dtt.. 14 1W ,BEFORE ME ��<MhiK.I MUkAll N1�1N4 PYoIt P6,Q50NAG L y APP69,FtE0 576PN6N J 6U/UST P6 NAL.G y KNOWN r0 ME OV AWMWO TO ME OA/ 7W-- ,SV S/5 OF S1T/SFA[T Ry EV/OE,vGE TO .BE THE PEPS N WWOS@ SME /5 SU.BSCR/•BE,O To THE W/rA/N /NST,PUME.OT ANO ACA'N0W4E.06Sb TO ME THAT AHE EXECUTED 741E 5:4+96 /•✓ NIS A&rV VO a/USO CA/99C/734 .W10 76647 ,By 6/5 516A1A7z/RE ON 7WE /NSTRUM6NT, 7,16 6- -Try UPO,V ,w/4 -94F OF WN/W THE 1GR50AI 19C7 AO, E%ECU7E:0 7AVE INSTRUMENT. J(A ►M,s�rkw/d1 TENN FER MACXALC GOMM/SS/pN EXP/RES IO 'IZ'DI CouNry of gust ' ACKNOK/L6O6MEAlT 'e-16eK 0.- 7;,/& 45a4,O OF STATEMENT 55747E OF CAL/FORA✓/A / 07 //FeEBy STATE 77147- Cn- -R 1n I . eZOO C� COUNTY OF ,B//TrE' /' TyE ,BL/TYE COUN7YA e, BOq O OF SU,4,RV/ ,PS DOFF/C/gC L y OL/ Dec, I4 I�1� BEFORE ME JfAm4S 04AUcgll IJIM✓ Publ10 APPAPOVEO 77//5 Ay4P CK PN6'95ANr LANAYAV6 .SL/B4/✓/S/o.V fER50VALLy� APPEA/4E.0 TAM, 64r1Dw /RRSONA Cy U///rA' PfG¢sE S. 7HE ,DEO/CAT/DAIS /,V FEE j/M/'CE OF /GVOWN TO ME OR / A'OVGO TO MLF OAt/ TARE ,69515 OF AUGUSTA 49At/E ANo SjO}/C:LA 55 /PO9.O ARE /1E1045y ACC6PTE,0 S4T/5FgCro, +y EV/OENCE 70 BE 771E PERSON WHOSE AIA44E 154- , &V75 ,47,e R/BLK ' V/CE ft/RPo.i $ A/7E HEREBY /5 6UB5CR/BED rO THE W/TH/A/ /A/STRU,Net/7 AA1.0 ACRNOWGE'.00EO YO M6 7/14T' 9ht EXECUTEO rhe SAME fKCEPTE,D. E.q$E/YJEA/T5 FOR STORM 4Ri//NAGE fi'//PP05ES /N L07-5 49, 5$, 5g,AAW 61 /S HEREyACCEPTE,O• Tf/E OFGBR OF /A,' hW_ AL/TNOR/ZEo CAP4417y, WO 7,4147 By 9EUN(441ISNMF.VT OF 4BU7rffS R/IHTOFACGESS ALONG 4&7 Al _b(,Y 5/5. VATG/,9E ON 7HE 1NSr,QUM6NT THE ENr ry //PoV ,BEHALF PARA',OR/vE F,POurA6E Os -COTS 4B, ,r4, 67 4//O G2 /5 A�F�vEBy OF ACTE,O, EXECUYEO THE /N57,VUM6A/7-. ' e'M T,-0 �W,N-/-GI!'/•TH1E�,�PERSON S AN kwj 70 THE 090/ A&f Y/ FTT- 5 45 540 UPO,/ /S�M9P Jew IFER MACXAL L GOMMAS51041 EXP/RE5 I O'I LSO I AUD /S N[:REBy PCACE4 0" A107,CE 77497 ANy .44/CATEO PROPE,RTy SNALC BE REC0NV6yA-0 TO THE OH/4/4,7 OR SUL'CESSO,P /u /A/TE,PEST, /N7//E EVENT TWE LOCAL AGE,VCy 1L'7eWAZN/E5 THAT Tye DE0ICAT/oN n COUNTY of [J /5 ,uo LON6•ER REOuiREo FDR 7HE P,Wl"05Es /A/r�suoeo. Su1?VEyo,7s ST.gTEA/,(F,f/T" / OO A,16,eEBy 5764 TE THAT 711/5 A"," O,� RAU69SgA/7- 4,9XIWA/45 SL/BA7/V/S/0N UNIT 2 PW4SS' 3 CORRECTGy REPR6'SEN75 A SURVSy 14240. ,By Aa... OR U,L� My G/RECTIO,V /,V MA y, /999 AN,O /S T.fYiE 4,Uo COMPLETE 645 511OWAI. TA/E MONUMEN7 S W14G BE OF 741E CVAApACTER ANAO OCCUPY 711E Po51T/ONS IW,01CA76q W/TN1AV 1,70 LL9yS OF MAP lf46d0,AF4 ATi0A1 AA/•O W1LL .RS SUFE/C/EA/T 7O EA/ABLE 7711S S//,eV6y 7O BE RET/L9CEAO. LESC /E W. OKE, PG 5 57/2 '��„,, A". F"O� XEG/ST,PAT/OA/ EXP 9.30.03 0 1/F Of CAS°v COC/A/TV SURVE3101?S ST.97EMEAV7- /, 57"4/4RT EOELC, ,OEPL/Y L.'DU.ury SL/,PVEyoq, 0o ,4AEAeEBy 5747E 7/,NT / 11=1, XA.ti1/A/E,O TNiS ,fTq o of P11 9S9A/r 4AND/N6 SCI.BA/V/-5/ON 41X11r ? P/f45E S ",o F/A/O 7NA7- 17- /5 SUB5TAA/T14,eZy r//E SAME 645 rr APPEARso OA/ TGE TENTAT/VE A79P AU,0 AWy/ AFPAPOVEq A1764t-4riO,v5 THEREOF, ALL-,goV1510 V5 OF 7HE S 1ASAWV/510AV MAP AY74AW COG9L 0R,O/4/ANPE APPLICABLE AT 7HE T/,NE A� TEA/TATNE ANAP APP/�OVA9L /PAVE LEEN LZW7PL/EO /.cNT.y-AA/O / AM $4T/SO/Eq TAH9T 711/5 NA.gP /5 TECNM/CALLy CbgR6Cr. 5TUA,er EG1CdC, RCE ?9/32 ,LKP(/ry L/OL/A-Y .SURveygR RE415T1(4r14W EXP -q--41,09 JO/1A15. l3CACKCOCK 6j!' CLERK OF 7HE BLagRO OF SUPE/v✓/sops /PECO/PDE/P S STyTEMEAI F/CEO 741/5 /37W .OAy rA-"441/ AT 9:0/ A, M. /A/ zoom /Y9 0,- /NAT"- 47- .2a Ta8. QQ, 3O AT 7HE REQUEST OF STE,AiEA/ {T SC/iUSTE,e. eA1-1Cw1E J G/m/sas SE/P/AL A/o. �OoO Qouury REGORAasR By: SY.7n. CkaA»%t.r, Dv-Purl PHEASANT LANDING SUBDIVISION UNIT 2, PHASE 3 SUBAN/5/LN1 c{O A A7Pr/oA/ a- T//E SOY/7A1 �Z OF7jE S-CY1TAyF115T ,��,{f/'1O'F^ ..SEC 92, 723N R/E ,8vey� 'IUMy, G4[/FL7QAV/fi SCHUSTER CUSTOM HOMES SURVEYING 717 FIFTH STREET ORLAND CA GATE SWE- �3284 OcroL�R, /999 / OF s 1300 GE •-2e9 i'. Al 897'/6'/? � o v +., \ 0 N L Jr P AS At,. P W F 4 b �d 0 ��n • w gyp_ l� hn \ yq e q Wh�O ABU7Y�gy R/GNTS —CCE55 To IU7&,yv -4RR •oR/✓E REL/•</purs/,t0 /W COT$ 54,6-7'Auo G2. a' °• LOT 50 1101YCN�- /Ze Aa w A9 w\ m AL i� f•'sO ��®--- �IA�0 / �� 800 �• " yo 56 11 A° 0, //0�9.077e3) I- ,U. E. e4r OF sI{ OF SE //4 L� 56C 3Z y/¢�/RoAl P/PE "L5 56/61"PE/P /44 AA9P5 57. A !/6 %Ro� f'/oE "RCE /1.�9 "�iPS S JZY7 E /c7. 5u14-VSl. ° 4B 4 _ 43°51'-77" eUR UE UAPA LOT 51 yU o I aN , C = 38.�8 /_.I/./7' /.06 Ac og A•^ n0 m `• R= Zo-o 4. 9_/O'/O" R Do ' 58 is o_ IQ ° G= 3/.42 ' .00' G = /S• So' \o LOq°A� LOT I ®R� 200.00' —� o. 99 Ae2 0 7s' J 'J%Oe R- r7o.0o' 1 N I_0 'Z•'7a X03F'� O R° /70.00 8 ® R - 5o. oo' ~ 1/l/E LOtAO ro O 1 \N '-LOT 54 M n LOT 53 -o" 0.89 AC �ti 1/9 dG AG N =o'23'27" A=70'29'S3" 513, 5 'g o 0 ©'F S0•oo' - U R_ 50•0o' LOQ c=52.70' [= el. 52' O AO o f\ p 7 iAc \,- 0.8 -ems 12L,Oo 1,70.5.' 4 _ 43°51'-77" d : /'07'/9" @R /08 -7.00 ' W60 Na -E 0.0� aN , C = 38.�8 /_.I/./7' ,g°1g6° N o, LOT 59 m `• 4 = 9'ZS'40" /l ,Q:©=1065. 4. 9_/O'/O" R Do ' 58 is o_ .�` 00,/ Sim N L= /76.20' L•//L.L/' \o LOq°A� h v I 4,29'38'42,. L : 109.46' 0 \rN P o/ PU64 rCSE/PV/GE EAAEMEN7'5 (PSE) SHOWAV '�`-,PEO•'/ ARE Fo/P \ M Pl �' / �.LECTR�, rKEPNOWE, CABLE "' - 5P / 0 TEe_VWE;OAN 645, WA7gv, 4AAD • a n sEWERA66 Pv/P/bSES . � X � 6 ` N / cu ore LEG�'1�J,y • �" � see • .SET 5�� "REBA7P W/C9P STAMfG,O "L 5 57/2 /. d FCUNO) L"RE,6yP 5 W . PE,R 147 A27Ps 3/ / O F0d'uG d/B'R6,8AR /''-`✓4 148 .NAPS So �\ O FGUAW P•7/A/T AS LL�SCR/.BcsO \ (/) RECo/po 09TA P -R /44 AAP- 57 �2� RE('vR0 --If/ E/'R 117 H91s 25 (3) R6ca�rp '0474 PFyv 148 MAP5 50 SE Cge sEG 52, .3"BRNSs L%9P � 'IRCE 14203'PER Z- N/APs 55 32 33 T. z3 A/ S 4 T ZZ A/ X9284 WOTE5 /. /2 PRIVATE ,O,QA/uAGE EASEMENT FD,C 77{E 45VIF,7 0f COT 49. R. 17' PRIVATE .ORA/WAGE 4T4sEMeNT ow rNs BEN/F/Tor- LaT 54. 3. /2 PRIVATE 01?WA146E EASEMgUT �zX Tye Bwm/ of LOT 56 . 4. /2'PRI✓ATE OX41WA6E E4se_s"T fOf THE 6EWr,-/T OF COT G/. PHEASANT LAND/NG - SUBDIVISION UNI 7* 2 PHASE 3 /1 5080/VIS/OA/ OF A PORT/QA/ OF vws .STN A2 OF THE 50C/T,V64s7'//4 R/E M.oM .BUTTE eaOW/7j/, 64L/F01Q. 11,9 SCHUSTER CUSTOM HOMES 1300/� /Y9 P,9 -G-- «9 OR91A/AGE EAS6NENT L : 1/9.00 0.0� 'EV I _. /47 MSPS .71 4 = 29'36'02" 52 .00 /a°' r M N ®R: zoo.00' p 0 I U� L : 109.46' 0 \rN R- r7o.0o' 1 N I_0 '�1Lg7 1/l/E LOtAO ro O N 01 `Q 86-'s, 06'•W © 5 BG°/3'OB"W , 62. 23 O( F1' ®$ 6L'13' 0,9 Al + 60.g4' ro 00 Q 5 48`39'e3"W, 7/73' tAO N T ©SGS' 22'ZS "k// /4LG3' N H SE Cge sEG 52, .3"BRNSs L%9P � 'IRCE 14203'PER Z- N/APs 55 32 33 T. z3 A/ S 4 T ZZ A/ X9284 WOTE5 /. /2 PRIVATE ,O,QA/uAGE EASEMENT FD,C 77{E 45VIF,7 0f COT 49. R. 17' PRIVATE .ORA/WAGE 4T4sEMeNT ow rNs BEN/F/Tor- LaT 54. 3. /2 PRIVATE 01?WA146E EASEMgUT �zX Tye Bwm/ of LOT 56 . 4. /2'PRI✓ATE OX41WA6E E4se_s"T fOf THE 6EWr,-/T OF COT G/. PHEASANT LAND/NG - SUBDIVISION UNI 7* 2 PHASE 3 /1 5080/VIS/OA/ OF A PORT/QA/ OF vws .STN A2 OF THE 50C/T,V64s7'//4 R/E M.oM .BUTTE eaOW/7j/, 64L/F01Q. 11,9 SCHUSTER CUSTOM HOMES 1300/� /Y9 P,9 -G-- «9 67 rl \ / mh C r �� / By v d \ of \ \ \� o C-' i � cm m QVI 6 �� ana oYonnF� m3 Z a Y aDa m`�bZ-cZ a Y a agobv �na� a FoY�nzY Ha NP aR �b az` � ao7 e° n � u �� m�Yao °i"a'^•� Y�ov '� aROa ���Z � a F� Zta ��Ca:'�bnnu aeaez a�ab�ma o�ieteorr Yea ��^ 0 � 3 � Zuipbo az azo$ Y N n 3 a Fn Z� v"F� Z n YNRA �'aqm �`o� ° Hey wm n2 • F � Ya �o ° o tA� w t a Y Zp q o0 3:ou (Ch ri uTnan �3 Y oN u A o�a� na�Y aF oC1Aa y�na �Yus n Dy a C q asci .1 'A a^fit y° Zai Y y T V �a o n '^ v, Z ^ ?k0z- Yn a �a0 n u `cC 0 Q 1n a o Z Zo �y vk p a y�•d nQ^ ° yo PY c�q "',�Nn $� Z-1 tioi 0m ni`� y nV a r nANa a ° o n Yc3� N q3 Pu vafh n P�1 o�y� CC j c nQ �Zaa� c� Oa o �c aZ o �oqm o f,°aY 1, th ��V i °u vj kAy �� ? use �� a�A omo mhag ��7o S�Oo ai �T a n` veZ a c NON t I PLAN REVISION Owner's Name: eue i�1 BP#: f 2 2- 1 Date: 5r-4 Contact Person & Phone Number: AP#: eN- 7 — CCS TO — 6 l Received By: Time: - '7Y,:31, - ./�,& � URPOSE OF RE -SUBMITTAL OR REVISION Permit Application Data Sheet Item ❑ *Engineering ❑ *Plan Revision ❑ *Requested by Building Inspector's Correction Notice — Inspector's Name: ❑ Requested by Plan's Examiner —Plan Examiner's Name: ❑ Other: *If revising a plan which has already been issued, submit two (2) drawings reflecting the revision for plan review along with your approved plans: If engineering is involved in this revision, the engineer must put his requirements on these drawings and wet stamp and sign two sets of engineered drawings. Revised drawings must clearly show changes proposed and locations involved. WHEN APPROVED, PROCESS AS FOLLOWS: ❑ Mail to Owner/Contractor at this address: ❑ Call ❑ Deliver with next inspection. and hold for pick-up. Minimum revised plan check fee to be collected at time of submission of revision, plans examiner will determine if additional plan checking fees are needed: ❑ Minimum $54.99 Receipt #: ❑ Fee not required for revisions requested by plans examiner prior to issuance of permit. ❑ Additional Fee Amount: Receipt #: Revised 2/04 zz�l v Si�eoe, County of Butte Oroville, California GENERAL CLAIM CLAIMANT: Steve Duggan ADDRESS: 4014 Augusta Lane CITY & STATE: Chico, CA 95973 DATE OF CLAIM: 01/15/04 SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM DESCRIBE FULLY TO AVOID DELAY AMOUNT Refund Claim - See attached calculation sheet APN: 047-670-064 Permit No.: 03-1973 PAID RETAINED REFUND Develo ment Services $ 414.36 $ 88.00 $ 326.36 SRA $ 43.00 $ 43.00 $ - Sheriff $ - $ - $ - Other: $ - $ - $ - TOTAL $ 457.36 $ 131.00 $ 326.36 ............................................... ............. ............................................... ............. .............................. ................................................ ................................................ . ............... ............... .............. .............. .............................. .............. .............................. :AQQOUNT::::AM0UNT::: .............. ............... ............... ............... Development Services 440-001 4210500 $ 326.36 SRA 0100 4617240 $ Sheriff 280 1011811 $ Other $ - TOTAL $ 326.36 $ 326.36 I, the undersigned, declare under penalty of perjury that the services or articles claimed have been p7rfofmed or delivered, claim is true and correct as stated. /o Dated this day ofC.,AV44W y2004, aty /7t� 0 CnFf. of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above have been performed or delivered and that there is a Budget Appropriation or Specific Board Approval (Check ahesame. r r I Dated this J ll�, day of ,Y ? �" 2004, at Oroville A� \' R` td ['I ➢��� �LLF�`,'t�t/ Department Head or Authorized Deputy Dept. SEE Exp. Code BREAKDOWN Code PAYABLE FROM FUND DO NOT WRITE BELOW THIS LINE -AUDITOR'S USE ONLY DEPT & SUB PROJ SUB. OBJ CLAIM NO. INV NO. INV. DATE ENCUMB. GROSS AMT. Butte County Department of Development Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538.7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING January 15, 2004 Steve Duggan 401.4 Augusta Lane Chico, CA 95973 RE: Permit No. 03-1973 APN#047-670-064 Owner: same On 7/2/03, a deposit was made in the amount of $457.36, of which $131.00 was retained. The remaining fees will be reimbursed to you. Please sign, date, and return the enclosed claim form to this office. Once we receive the claim form, we will then process your refund in the amount of $326.36. Should you have any questions, please contact this office Monday through Friday, 8:00 a.m. to 4:00 p.m., at 538-6869. Sincerely, Diane Lewellen , OA III Administrative Division enclosure 03-1973.1tr County of Butte Oroville, Califomia GENERAL CLAIM CLAIMANT: Steve Duggan ADDRESS: 4014 Augusta Lane CITY & STATE: Chico, CA 95973 DATE OF CLAIM: 01/15/04 SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM DESCRIBE FULLY TO AVOID DELAY AMOUNT Refund Claim - See attached calculation sheet APN: 047-670-064 Permit No.: 03-1973 PAID RETAINED REFUND Development Services $ 414.36 $ 88.00 $ 326.36 SRA $ 43.00 $ 43.00 $ - Sheriff $ - $ - $ - Other: $ - $ - $ - TOTAL $ 457.36 $ 131.00 $ 326.36 ............................................................................ ............. ............................................................................ ............. ::::::::::::: : ............................................... ;.;. o...... .............................................................................. .............................................................................. :::BREAK.D*O N:::::::::::::::::::BU.DGET:: ............... :ACCQUNT::::AL1'i0I3N.Y .............. .............. .............. .............. Development Services 440-001 4210500 $ 326.36 SRA 0100 4617240 $ Sheriff 280 1011811 $ - Other $ - TOTAL i $ 326.36 Is 326.36 I, the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim is true and correct as stated. Dated this day of 2004, at Calif. Signature of Claimant I, the undersigned, hereby certify that, to the best of my knovAedge, the services or articles specified above have been performed or delivered and that there is a Budget Appropriation or Specific Board Approval (Check one) for the same. Dated this day of 2004, at Oroville Calif. Department Head or Authorized Deputy Dept. SEE Exp. Code BREAKDOWN Code PAYABLE FROM FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT & SUB PROJ SUB. OBJ CLAIM NO. INV NO. INV. DATE ENCUMB. GROSS AMT. REFUND CALCULATION SHEET CLAIMANT: Steve Duggan ADDRESS: 4014 Augusta Lane CITY & STATE: Chico, CA 95973 IDATE OF CLAIM: 12/09/03 APN: 047-670-064 NUMBER: 382339 DATE: 07/02/2003 ISSUED TO: Steven Duggi CHECK #: 1093 AMOUNT: $457.36 PERMIT #: 03-1973 Yes PRIOR REFUNDS: FEES VERIFIED x RECEIPT INFORMATION No I Yes CHECK: $326.36 DIFFERENCE: (Should be blank) APPROVAL Date Reviewed 1 15/2003 Michael Vieira Building Manager REFUND BREAKDOWN BLDG SRA SHERIFF 440-001 0100 280 DETAIL PAID RETAIN REFUND 4210500 4617240 1011811 BLDG .............. ............................ .............. ............................ .............. ............... .......................... .......................... ........... ............ ............ FILING FEES . ............................ .............. .............................. .............. ............................ ........................ .......................... ............. ............ ............ Building 20.00 20.00 .............. ............................ .............. ........................... .................................... .. Plumbing .............. ............................ .......................... .......... ............ Electric 20.00 20.00 .............. .............................. .............. ............................ .......................... .............. ........................ ........................... ............ ............ Mechanical ............................ ........ .......................... ............ ............ PLAN CHECK .............. ............................ ....................... Plan Check 146.251 23.001 123.251 123.25::::::::::::'.*.'.'.'.'..'.'..'.*.'. .............. ....... ......................... .*.*.*.*.'.'.'.'.'.'..'.'.'.'.*.'. ......................... .. ....... *. I Energy ............................ .............. ............................ .............. ............ ........... ............ INSPECTION ............... ............................ .............. .............. .............. ............ ............ ........... Energy ............................ .............. ............................ .............. ............ ........... ............ SRA -BLDG ............... ............................ .............. .............. .............. ........... ............ ............ Building $46 46.001 1 46.001 46-00 . : ............................ . : . : . : . : . : .-. . -. .- .-. - - . - . - . - . - . - . - . - . - . - . - . - . - . - . ............ . .-. - . .. . - . - . - . - . - PERMIT FEES .................. ............................ .............. .......................... .............. ....... ............. ....... ****- Building 150.75 150.75 ............................ .............. 150.75 .............. ............ . Plumbing ......... Electric 31.36 31.36 31.36:::::::...................... ............ ..... . ........... Mechanical ............................ ............................ .............. ...... .............. ........... ........ .... ............ OTHER BLDG ............................ .............. .............. ................. ............ ............ ............ ............ ............................ .............. ............................ . .............. ....... ... REFUND PROCESS FEE 25.00 -25.00 -25.00:-:-:-:-:.::.*.'.*.'.*.*.'..'.'.'.'.'.'.'.'.*.*.'.*.'..'.'.'.'.'.'.*.'.* ............................ BUILDING TOTAL 414.36 88.00 326.36 . 326.36 ....... ........................ ............ SRA - FIRE .............. 6 SRA -FIRE ................ ........................... ............ Fire $43 43.00 43.00 .............. .............. .............. .............. ............... ............. SHERIFF - $360 ..................... ..................... ...... SHERIFF ..... Sheriff OTHER NON -BLDG ..... - ------------- .................................... ................. ......................................... ................ --- --------- * .............. ....... OTHER $ 457.36 131.00 $ 326.36 ...................... $ - $ - $ $ 3,26.30 BLDG SRA SHERIFF 440-001 0100 280 4210500 4617240 1011811 CHECK: $326.36 DIFFERENCE: (Should be blank) APPROVAL Date Reviewed 1 15/2003 Michael Vieira Building Manager r AP NO.: .047-670-064 DATES: 07/02/03 ti O) OWNER: Duggan Phone: 624-7836 SITE ADDRESS: 4014 Augusta Lane Chico C Zoning SR-1 Acres Name/Date Flood Map/Book Page Block Lot 1 Panel Snow Load Other SRA Yes VALUATION CODE SQ FT $/SQ FT VALUATION Garage or Storage Shed U 896 $18.00 $ 16,128.00 Business/Office Cov 392 $13.00 $ 5,096.00 0 0 $ - Storage/Commercial $ 34.00 $ - $ - Re-Roof I X H SQ $ 60.00 Calculatesquares 20 ft x 30ft = 60 sf = 6 s uares Fireplace A (Zero Clr): Masonry: $ - TOTAL VALUATION $ 21,224.00 BUILDING PERMIT FEES QTY FEES FILING FEE 1 $ 20.00 $ 20.00 Permit Fee - Full 1 Permit Fee -1/2 (MH) $ 225.00 Plan Check @ 65% Permit Fee 1 $ 146.25 Plan Check Minimum/Mobile Home State Approved Plan $ 23.00 $ - Plan Check MASTER PLANS ONLY $ - Revised Plan Check $ 46.00 $ - Energy Inspection Fee $ 46.00 $ - Energy Plan Check Commercial 4000+: $ - Residential To Master: $ - Mobile Home Installation Inspection $ 100.00 $ - TOTAL BUILDING PERMIT FEES $ 391.25 PLUMBING PERMIT FILING FEE $ 20.00 $ - Each Trap $ 7.00 $ - Solar or heat pump water heater $ 23.00 $ - Water piping $ 15.00 $ Each gas water heater or vent $ 15.00 $ - Gas piping system 1-5 outlets 1 5+ Outlets $15/$3 $ - Building Sewer $ 15.00 $ - Mobile Home Utilities Sewer: I I Water: I Gas: 1 $ 20.00 $ - TOTAL PLUMBING PERMIT FEES $ - s AP NO.: .047-670-064 DATES: 07/02/03 ti• 07 OWNER: Duggan - Phone: 624-7836 SITE ADDRESS: 4014 Augusta Lane Chico Q ELECTRICAL PERMIT FILING FEE 1 $ 20.00 $ 20.00 Main Service 600V or less/200A or less $ 23.00 $ - 200+A to 1000A $ 46.00 $ - New Construction or Addns New Const or Addns (Dwelling Occup & Acc. Bldgs) 896 $ 0.035 $ 31.36 New Construction Non -Residential Multi -Outlet Branch Circuits $ 7.50 $ - Power Apparatus & Single Outlet Cir. $ - Existing Occupied Outlets or Fixtures 1-20 $ 1.00 $ - 20+ $ 0.50 $ - Fixed Appliances or Outlets (Res) ea. $ 5.00 $ - Temporary Service $ 23.00 $ - Mobile Home Facilities $ 20.00 $ - Miscellaneous Wiring $ 23.00 $ - Pre -Inspection (existing MH, existing site) $ 23.00 $ - Pool Electric $ 30.00 $ - TOTAL ELECTRICAL PERMIT FEES $ 51.36 MECHANICAL PERMIT FILING FEE $ 20.00 $ - Heating Up to and including 100,000 BTU $ 15.00 $ - Greater than 100,000 BTU $ 20.00 $ - Cooling Up to 3 HP and 100,000 BTU $ 15.00 $ - 3+ to 15 HP and Over 100,000 BTU $ 25.00 $ - Evaporative Cooler $ 15.00 $ - Extend Ducts in Additions $ 15.00 $ - Hoods $ 6.50 $ - Ventilation $ 4.50 $ - Gas Fireplace $ 15.00 $ - $ - MECHANICAL PERMIT FEES $ - TOTAL OF ALL BUILDING PERMIT FEES 442.61 Occupancy: Construction: ISSUED HAZ FEES IMP FLOOD CDF PRCL PD HD ❑ 11 ❑ ❑ 0 ❑ ❑ ❑ AP NO.: 047-670-064 DATES: 1 07/02/03 OWNER: Duggan -1 1 Phone: 624-7836 4014 Augusta Lane Chico AnnRFRR STATE RESPONSIBILITY AREA SRA SRA Per Structure I 1 Is 89.00 1 S 89.01 SRA FEES $ 89.00 Notes: BALANCE TOTAL NCSP FEES $ - Filing Fees 1 $ IMPACT FEES TOTAL IMPACT FEES $ - 382339 07/02/03 TP Steven Duggan 1093 " $ 457.36 $ 457.36 $ $ $ SHERIFF Collected Developmenlopment OTHER FEES: Sheriff Commercial I Per Square Foot PROOF OF PAYME R FEES BELOWReceipt $.03 1 $ TOTAL SHERIFF FEES $ - DRAINAGE TOTAL ALL FEES $ 531.61 $74.25 OWES Thennalito Residential Per Living Unit S 510.00 1 S Commercial I Per Ordinance 33041 1 Is TOTAL DRAINAGE FEES $ STREET IMPROVEMENTS Commercial Per Each Single Living Unit $ 1982.00 $ Chico urban Area Commercial Service Structures Per Sq. Ft.S 2.22 $ Commercial InduShial Sbuctures Per So. Ft. $ 1.02 S Residential Per Each Single Livingunit S 595.00 $ Thennalito Urban Area Commercial Office Per Acre S 11 924.E $ Industrial Li ht Per Acre $5,962.40 $ TOTAL STREET IMPROVEMENT FEES $ - WATER TENDER Water Tender Per Parcel S 200.00 S TOTAL WATER TENDER FEES.' $ - NORTH CHICO SPECIFIC PLAN NCSP Residential SR - 1 Per DU S 3,315.000 $ Industrial/Commercial loffice I PerSF1 I 5 2.32 $ - S 72.614.000 S - Notes: BALANCE TOTAL NCSP FEES $ - Filing Fees 1 $ 40.00 TOTAL IMPACT FEES $ - 382339 07/02/03 TP Steven Duggan 1093 " $ 457.36 $ 457.36 $ $ $ $ $ $ $ Collected Developmenlopment OTHER FEES: REQUIRED MINIMUM°PAYMENT OF FEES $ 275.25 PROOF OF PAYME R FEES BELOWReceipt Services TOTAL BUILDING PERMIT FEES 442.61 74.25 S 368.36 SCHOOL DISTRICTS - Proof of Pa ment Onl TOTAL ALL FEES $ 531.61 $74.25 OWES $ 457.36 $ - $ - $ - PAID PAID I PAID PAID MINIMUM PAYMENT OF FEES BUILDING Filing Fees 1 $ 40.00 Receipt No. Date Staff Initials Receipt Name Check Number Check Amount Cash TOTAL PAID 382339 07/02/03 TP Steven Duggan 1093 " $ 457.36 $ 457.36 $ $ $ iPlan Check Fees 1 $ 146.25 SUBTOTAL BLDG 1 $ 186.25 SRA FEES 1 $ 89.00 REQUIRED MINIMUM°PAYMENT OF FEES $ 275.25 PROOF OF PAYME R FEES BELOWReceipt RECREATION DISTRICTS - Proof of Pament Onl Chico Area Residential Per Lwin Unit I I S 1.189.00 IS ❑ Durham Residential Per Sq. Ft. 1 1$ 1.04 IS 1 ❑ S 1 ❑ SCHOOL DISTRICTS - Proof of Pa ment Onl Chico -062 Residential 1,158 2.141$ 2,478.12 1 ❑ _, _ CHECK (--0-) Butte County Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 REFUND REQUEST APPLICATION REFUND POLICY - Butte County Code 3-41(t) 1. Refunds can only be made upon written request by the person who paid the fees, whose name is on the receipt issued for the fees paid. Any refund checks will be made payable to the name on the receipt. 2. The request must be made within two years from the date of fee payments on permits not issued, and two years from the date of permit issuance for permits issued - if no construction work has been done. 3. Filing fees and plan check fees for work plans checked are not refundable. 4. Fees paid to other County Departments are not covered by this claim. INSTRUCTIONS: Submit this application to Development Services for determination of refundable fees. A claim will be generated for any fees to be refunded and sent to the address below for signature (by the person whose name is on the receipt) and return to Develo ment Services for payment processing. CLAIMANT'S NAME: MAILING ADDRESS: Lf� Z-/ T 4y�24 PHONE: ASSESSOR'S PARCEL NO.: -q-7 - Ta - e2 [Please use one claim form per permit.] BLDG PERMIT 03 - 12z.3 NO.: Receipt No. 1 Receipt No. 2 Receipt No. 3 GG RECEIPT NO.: RECEIPT DATE: RECEIPT AMOUNT: REASON FOR REFUND REQUEST: eck those fees which you wish to have considered for refund: ,bK�Building Permit Fees OSheriff Fees OSRA Fees (CDF Fire Planning) Other (specify): Plans for cancelled permits will be disposed of within 10 working days upon submission of a Request for Refund. if want the plans, you may ick them up prior to that time. Signature K:/Forms/Refund Application 082203 Date PERMIT A18 047-670-064 LAST NAME WFIRST NAME CONTRACTOR • CITY/CTY'i� ,STREET NO � STREET NAME CITY • USE TYPE REMARKS PRI ' ' �i_ m `PE 'im fm -M ;VALUATION ;FLOOD _ ,FEES PAID : !RECEIPT �_� -� 'FEES 2 RECEIPT2_ ;FEES 3 _111 `RECEIPT 3 ;FEES 4 ,RECEIPT 4 PLAN CHECK ACTIVITY Plan Chk-9: Chkd By -1: _ Return -9: Plan Chk-2; �- Chkd By -2: _, . Return -2. Plan Chk-3: Chkd By -3: � Approved: !Comments: 12.55 char. max 25 char. max iAPPLIED -� 'ISSUED F/NALED Str Chk-1: Str Chk-2: 1 Str Appr: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION v • 7 County Center Drive - Oroville, California 95965 e Telephone (530) 538-7541 /'/tjj� APPLICATION AND PERMIT ( ,,,,,,„ 1 �j �fam-7 ZO BUILDING PERMIT SQ. FT. OCC. BUILDING VALUATION tRD74(,Q41�AIA 7EIfPMDME c� v LD01M Fireplace C a rnE;m ALM AMR�s Total Valuation S :14ce= OR EMMUEER U�EMSE �' Firm Fee 5 2D.00 Permit Fee S a4TE= bR EMIIww" MQU- MDAESS - Plan Checking Fee 5 5' LEWD ADDR�Ss Energy Plan Checking Fee b . S '1� f✓1�eAN? V&. FN PERMIT FEE s 44 sU301./SGABMWE PARrIn MAP PLUMBING PERMIT FGng Fee 1 20.00 Each Trap USEOFSTRUCTURE 1 ��/ �('_. [3 Duplex O Nbblefiome D' Other cFs:Fr So or heat pump water heater 23.00 Water'plow 1 S.DD Each ges water ter or vent 1 S.DD TYPE OF WORK / I_ -w �Addi6on O Remodel C3 1.0ses O lnehtlation ❑ Other @" �t1],, ►escribs Work: WpC,() ��'(] (la COP •_ 1 t' '�t1I1 t'aA —. A 3 v^v- ZYntJ lk 7 F!✓ �� '� ,32�� _ J d ? �G U 6� � S � lg � : C6� L Lt, l� �-21-(�j - - - - - f SRS �o S�+l� T a �� I ��*d Gas in m t - owl i S.Do Buildin sewer t 5.00 Moble Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Firing Fee 20.DD EDDY OA LE55 Main Service 2Dw oA tFss 23.00 Main Service 2D" TO IDE" 46.DD CD MEW MST- DIYOJ.lO DCGUP. OR ADnMS. ( s AAoe. erns 3.5Cvr `� MMaw aMRsla' MULTFDURET @7.50 FOYYDt APPItR47Vi s s� OVnET OR FKTUMM m 6 I.00 E7L OCt:11 94L Ex: Oocu . o ro OR S.DD Temporary Service 23.00 Moble Home Fea'fities 20.00 Mdse. Wring 23.00 PERMIT FEE S �� MECHANICAL PERMIT Fining Fee 2D.DD He Coorm Hood � � 6.50 � Ventilation PERMIT FEt S Moble Home Instalation F" S Energy Inspection Fee s D--` CDj� TOTAL FEE S w.Z. E3 IMP D PARC PD J i JE This permit is here y issued under the appl— le prov'slons •OYof the Butte County Code end/or Resolutions to do work 1 L ` indicated above for which fees have been paid. i By Date PERMIT EXPIRES ON . ' , COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 / � . 7 IPERMIT APPLICATION DATA SHEET ('� n0/� OWNER: �( e(/ ASSESSOR PARCEL NUMBER t)`/� / - 6 - �6 y Proposed Building Use: kleO ��(� (/76-i,Q Counter Technician: Date: Items required in order to apply for a permitjAll boxes MUST be checked OR marked NA in order to apply. J�1.. Plot plans, 3 or 4 sets, signedAy the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. Y 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. 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. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... 01 . etter of intent for non-residential buildings......................................................:.. 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form ......... :..................................................................... ❑ 13. Other Remai 'ng items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑j 5. Statement of Intent for Non -heated and A/C Buildings....................................�....... 16. Sanitation and plot plan approval from the Environmental Health Department in C h ( (° ity of Chico Plumbing permit ....................................................... 117 California Department of Forestry plan approval Lel paid. Sent. by: % D.,.. "l 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: P ❑ 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) ...................... Worker's Compensation Carrier a : Policy Number ............................................ 'MR5. Owner -Builder Verification (❑1 iven to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. 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 Telephonef and hold for pickup. Se'�0. 3 I tUr7 _AU d7 /�� GtQC%�i-� I have been info rrtl d the abov it ms and requirements for obtaining a building permit. WA, -4- /'-C— u� Applican Date: �- C>� ojZ , U)l j( ro dce 1. Index permit application for the above items numbered: 1 ,' I I Plan ChedYc Letter 2. Additional items required-�� Contractor, designer, owner, was advised cf the above data by Er phone, ❑ mail, ❑ counter, by jT Ei Date: Contractor, designer, owner, w�a+s advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: IDate: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Divisinn O.B.- I OWNER -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 'or labor and materials for construction of the -proposed property impro ment : YES Mr 13 2. I HAVE HAVE NOT O signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CO R'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: KNEW-- — . DATE:_' - --�� NOTE:. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OWNER BUILDER INFORMATION I Dear Property Owner. An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner builder" you are the responsible party of record on such a permit Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper 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 worm with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ 'There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned ' rely, gyp,: Mc 1 C. Vi ira, C.B.O. M er, Building Inspection NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER -COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION NOTICE Post this job card in a safe, conspicuous place. Do not remove until all required inspections are made and building is approved for occupancy. Plans must be available on the job site. 047-670-064 03-1973 DUGGAN, STEVE 4014 AUGUSTA LANE, CHICO Cont: OWNER NEW PRI DET GARAGE PERMITTEE MUST CALL FOR INSPECTIONS INSPECTION - I DATE [ INSPECTOR Piers Conduit Pre-Gunits Da Not Cb' ricrewu Akiove:Si gned Underfloor Plumbing Underfloor Electrical Underfloor Mechanical Underfloor Framing Slab N Do' i Not Rough Electrical Rough Mechanical Framing Shower Pan Do Not,16sulate. Unfit Above Si ed'- insulation w .... ..... . ... ... . Do*: Nof.:C .o..ve i -..Until Ab6Vv`.Sicvied`* Fireplace Throat ......"Do .Not :Cbnfin e Fre lace Unttl-'A00. Signed Stucco Lath Scratch and Brown 'D Not 'C'o"vieruntit:Abdv.i6-'Siti. Sewer Service Water Service Pool Final Plumbing Final Electrical Final Mechanical Final Buildinq or M.H. Final DO NOT OCCUPY UNTIL ALL THE ABOVE IS SIGNED AND THE BUILDING OR MOBILE HOME IS APPROVED FOR OCCUPANCY Addresses Info maUon Z4 H' 'l' P. Oroville - 7 County Center Drive 538-7541 538-7636 Chico - 411 Main Street 891-2751 891-2834 Revised 7194 047-670-064 03-197.3 DUGGAN, STEVE - 4014 AUGUSTA LANE, CHICO Cont: OWNER NEW PRI DET GARAGE NOTES RESIDENTIAL 047-670-064 PERMIT NO. DUGGAN, STEVE 4014 AUGUSTA LANE, CHICO Cont: OWNER NEW PRI DET GARAGE 03-1973 SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature J=OK 0 = Not OK . = Not Ready Applicable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking . 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Electric 8. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Roof; Shthg-Roofing 11. MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels ` ' Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ • /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation . 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 72. Elec. Outlets at Wood Panel, Int. & Ext. - Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes O No _ 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 87. Water Well, Disconnect, Electrical, Plumbing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Date 41. Sills Proper Materials & Anchors Comments at Final: 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. - 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes _ 83. Following Instld./Drive O Yes O No/Walks O Yes O No/Planters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: (Rev. 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 PERMIT NO. ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS CONTRACTORS NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Flirt Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 - Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 020.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 UES 800VMain Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION ` I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is ' full force and effect./ Q / License Class Lic. No. — ( z y OWNER -BUILDER CLARE T�� I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law fSr,Ihe following reason: as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. eLDS. SO 3.5¢Fr. NON•H6ID. MULTI.OUTLET 07,50 POWER APPARATUS a SINGLE DIRKET CIS. Ex. Occup. OUTLET OR FO(TURES BA200 ':50 Ex. Occup. DFlxuT,E�°rs" Ra D 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Policy Number (the_gbove sections need not be completed if the permit is for work of a valuation ne hundred dollars ($100) or less.) VI certify that in the performance of the work for which this permit is issued, I shall not employ any person in Lnes to become subject to workers' comp nsation laws of Cal'ornit if I should become subject to the work s' compensation r vi3700 of the Labor Code, I shall fo it omply with tho pr X Date — 0 Igna ure of Applicant - wrierontractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HAZ. D. FEESIMP FLOOD CDFpggCEL PO HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION s: E 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 (Rev.12/96) APPLICATION AND PERMIT PERMIT NO. `1 ASSESSOR PARCEL NUMBER ZONING B U I LD I NG P ER M IT OWNER TELEPHONE SO, FT, OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER [Fireplace LENDER'S MAIUNG ADDRESS Total Valuation is ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK s New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: *� Gas piping system t - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 LES Main Service 2o.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is ' • full force and effect.aPs License Class Lic. No.g �_ OWNER -BUILDER CLAR TION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law f2 ,rAhe 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 Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( a ACC. S. SO 3.50FT: NON-RNONMUL 1H CIRCUITS 1x7,50 NG�iE ouPn�'ETT Ic a. Ex, OCCU OUTLET OR FIXTURES B20 @ 1.0 - LINS Ex. Occup. oFlx�LEED�APA oFA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (Th ove sections need not be completed if the permit is for work of a valuation f 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�anylmanner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' ggompensation pr visions of section 3700 of the Labor Code, I shall fortll�i h�comply with thosrrprov'sions. X Date �� "Signature of Applicant - Downer WContractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HA2. D. FEES IMP FLOOD CDF PARCEL PO HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date (Date) Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ee (Rev. 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 PERMIT NO. ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Alin Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service e00V OR LESS 20.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000 of Division 3 of the Business and Professions Code, ( 9 ) and my license i's i. 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 a following reason: as owner of the property, or my employees.with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 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 Main Service 200A To ,000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNs. ( a ACc..S SO 3.5¢FT. NEW CONST. MULTI.OUTLET NON-RESID. C 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES SAL @'.50 FIX Ex. Occup. ounFrs Ro .Den 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Policy Number (The 9bove sections need not be completed if the permit is for work of a valuation oPhundred dollars ($100) or less.) "certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with tho A provisions. X Date T S gnature of Applicant -owner Q C6ntractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ. I D. FEES IMP I FLOOD I CDF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. Date Date Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center DriveOroville, California 95965 • Telephone (530) 538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER ZONING B U I LD I NG P ER M IT OWNER TELEPHONE Sp, FT. OCC. BUILDING VALUATION . OWNERS MAKING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ LAT NO. SUBDNISIOWS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 - Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heateF or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 " Building sewer 15.00 Mobile Home ISI GI W1 920.00 PERMITIFEE, $ + ELECTRICAL PERMIT l Fling Fee 20.00 VOR LESS Main Service zo'A OR LESS 23.00 I 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._ ,/ /01 / License Class 4 Lic. No. — f 7 `'�/ OWNER-BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law fore following reason: OoO , 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. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation owe hundred dollars ($100) or less.) + 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in,any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation -provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. '� lr17 X Date 7 —+ " ( Signature of Applicant - Molbwner Q<Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( & ACC. BLDS. so 3.50FT. NEW CONST. =T.1 NON-RESID. .OUTLET @7.50 PLE OWER APPARATUSIR. , 6 SINGOUTLE7 C Ex. Occup. ounEroRFaruREs BA20 p'.50 Ex. Occup. OMD Ds A�sI yt 5.00 Temporary Service ( 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ HAZ. 1 D PEES IMP I FLOOD CDF PARCEL PO HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON Date Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT r COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER A.P. # PROPROSED BUILD E DATE RECEIPT # DATE REC. ziBUILDING PERMIT FEES --- Balance Due ..................... $ 7 4-31 --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ _ Units Commercial (sq. ftg.)..... X $0.03 = $ _ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ _ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Ftg. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) V/7. SRA FIRE INSPECTION AND PLAN CHE K FEE $89.00 (paid at Building Division) 7- '0 3 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone ' X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X $ Sq. Ftg. Amt. 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO (Rev. 12/96) APPLICATION AND PERMIT 03 -,/d ASSESSOR PARCEL NUMBER 047-670-064 ZONING BUILDING PERMIT OWNER DUGGAN TELEPHONE - SO. FT. OCC. BUILDING VALUATION CONT IST 19 800.00 . OWNER'S MAILING ADDRESS 4014 AUGUSTA CONTRACTOR'S NAME SUNSHINE P00US TELEPHONE 345-4254 2c�Tf west SACRAMENTO AVE. CHICO CA 95973 CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 19. 800.00 ARCHITECT OR ENGINEER UCENSE NO. Filen Fee $ 20.00 Permit Fee $ 207 , 00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 014 AUGUSTA LANE CHICO CA 95973 Energy Plan Checking Fee $ $ PERMIT FEE $ 250.00 IDT No. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF IN Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.0015.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other IR Describe Work: NEW MASTERED POOL MASTER NUMBER 510-97 Gas piping system 1 - 5 outlets 15-0015.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ 90-00 ELECTRICAL PERMIT Fling Feel 20.00 NOV LESS Main Service zo.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license i,S,in f e and effect. 3� / �(� License Class Lic. No. to ` OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Lew 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. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 101, 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 w e s' compensation provisions of section 3700 of the Labor Code, I shall rth th zrla5Qh ose provisions. Date Signature of Applicant - ❑ Own ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( a ACC. S.3.5¢FT. NEW CONST. MULTI.OUTLET NON•RESIM @7.50 a SIINGLE ou�i CIiR. 20 @ 1.00 EX. OCCU . OUTLET OR FIXTURES BAL O .50 Ex. Occup. °FIXUT ED (RRa.°ER, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 POOL ELECTRIC 1 30.00 0.00 PERMIT FEE $ 50.00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation 11 PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 50.00 HAZ. --- D. FEES IMP D CDF T - p C PD HD U This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. yt3 By Date V PERMIT EXPIRES ON l e Receipt No. �J�f%' WHITE-D.D.S.• CANARY-AM99011 OR PINK -INSPECTOR GOLDENROD -APPLICANT i �.+iT G4�i»..-r-mss. ;�+�., ��- r•R...!!+r:'�f..a'.T�&7yY,`:',.:'1�,:.:.t`."'�';+�''R�IrS�!1�*t�u1��`�., .'�'i7`. -: C�'�"'�L'�F4i���' 63-/0,23 " r 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 a / OWNER: /� ASSESSOR PARCEL NUMBER 7 d Proposed Building Use: l �(�i t� Counter Technician" Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. :1.. Plot plans, 3 or 4 sets, signed,ty the preparer of the plans. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! t ❑ 5. 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. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. . .$a Items required for initial plan review. If checked items have not been received, plan review cannot proceed. indexed and returned to the plan review line-up when required items are received. Date Received ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ O:. 9. Plot plan and business license approval from the City of Biggs .................................... 0110. Letter of intent for non-residential buildings......................................................... Til d.l. Detached Accessory Building Form filled out by the owner ..................................... D 12. Hazardpus Material Form............................................................................... _ ❑ 13. Other The.permit will be Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) am ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... 15. Statement of Intent for Non -heated and A/C Buildings ....................................... !... Sanitation and plot plan approval from the Environmental Health Department in! ❑ 17. City of Chico Plumbing permit....................................................................... ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel 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) ...................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. 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 Telephone l and hold for pickup. I have been 'nform/ 6f the abov it a re rement r obtaining a b 6dmg permit. 1 cant: DDarr 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, own as advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: O 3P Plans approved by: •- //—p 5 Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Buildine Division E.M. USE ONLY "�- PlP2JPlaA al tt'echOd Raw Plan Attached IV J Sent to B.D. G, vr.,., fo cLh-� .��✓ TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance -76 er Lo ation _;> ` AP# Plan Approved. for: Sewage ' Disposal >' Water Supply: Public Private Well's Clearance for Other Hold final for: Final clearance O.K. for: NOTE: ` Environmental Health Specialist Date 8/96 ' COUN i Y OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DiV;SION 7 County Center Drrve , Oroville, Ca.i'rfomia 45985 ► Telephone (bio) 538-1 id _PM&T3 APPL1CAiIONAHD PERMIT BUIL XIM PERMIT 6,;N 763 so. rs c>= _ SUrDwc3 vALukmN ts=M sera% me= =m= � Dl Bim` `IVLCdi[3/AJy7DF LMEGFSTRUCNRE Duplex D Nb59ahams O Other Raw 0 A:U=- 0 R=cdd C] LW= 0 hshikf= 0 Other D�6e Word r i, 'c�rJ I PST Fo It . 50. 00 f=r t rstrnt t:iurtr I I Trine Fm2D.DD Sw-Am ( a m% TO unw !r6 • ( Di%Lva oL=P- . I.BL-0--mmDatta oa sol ; Er F� w ow r "I i *?5WT FEE ?AZD $ �5 U U azmFss � m . Tem Sar►be iW Valuation s Mol Z% SRA FibFBe 1►� ' I PAR�z1 20.00 NMI Fes s a o PET F= S Piet Ch=idnq Fes J6ECHAhDCAL PERMT 00 =mm Pisa (hskng Fee S • � - s Had P RBOtT FE s a � 0 — PLU6QiilNtS 'P�LtiiT Ftin►g Fee I 20.D0 Eads Trap _ P�BAT'i Wiz+ s 7. D 0 Soiw ar bud PLAnp Nuala heeler 23.DD Energy htspe ion Fee Nfder pig 15.0D / J- -%:b gn tdr hater or vent 15.DD Q= ! - 5 tytrtisfs 15.00 3vl3min �muar 15.D0 I PST Fo It . 50. 00 f=r t rstrnt t:iurtr I I Trine Fm2D.DD Sw-Am ( a m% TO unw !r6 • ( Di%Lva oL=P- . I.BL-0--mmDatta oa sol ; Er F� w ow r "I i *?5WT FEE ?AZD $ �5 U U azmFss � m . Tem Sar►be Mol lJk�Sfie Home Face' r'foes SRA $ 1►� ' I PAR�z1 I PD FIE, a/c- • � PET F= S J6ECHAhDCAL PERMT • � Had ��Y►� 1 �si►Ci � G� � � `�yy O • _ P�BAT'i Wiz+ s 1&b9a Hoare htstadon Fee s Energy htspe ion Fee TOPKmD"cow 1.00 36 c'D -56-00 ;Fee 2 D. DD 6S0 U• U Thim parma h hereby issued under the appD=!Ae pryv . of the Butia Czunty C. -,de andlor Realuf m b d:, w:)rk ind=slnd aSave fir whish fees have been psia 3y Dsia- pE?itRii c 6r �S �Fd TCT" FcE Mol d F,- D I P..77D :OF I PAR�z1 I PD I I G=F Thim parma h hereby issued under the appD=!Ae pryv . of the Butia Czunty C. -,de andlor Realuf m b d:, w:)rk ind=slnd aSave fir whish fees have been psia 3y Dsia- pE?itRii c 6r �S �Fd COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUI ING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (5 ) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 03 -3 ASSESSOR PARCEL NUMBER 047-670-064 ZONING BUILDING PERMIT OWNER n-rSTEVE9A- TELEPHONE rt SO. FT, OCC. BUILDING VALUATION MAILING NG ADDRESS 4014 4T A 7r NTC'. ' CA QRq73 GUt1OWNERS .51 199duu.UU CONTRACTOR'S NAME ITNE TELEPHONE 345-4254 ,S CONTRACTORS MAILING ADDRESS 218S west., .,SACRAMENTO AVE;)CHIWD CA 95973 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 19,, boo. UU ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ 20 / . Vi Plan Checking Fee $ L J . U V BUILDING ADDRESS 4014 AUGUSTA LANE CHICO CA 95973 Energy Plan Checking Fee $ $ PERMIT FEE $ :)U. Ulf LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF 1Y Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15. u Each gas water heater or vent 15.00. TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Oa Describe Work: NEW MASTEP5U POOL MASTER NUMBER 510-97 Gas piping system 1 - 5 outlets 15.00 .). QL; Building sewer 15.00 Mobile Home I s I G I W 920.00 PERMIT FEE $ 50; OL ELECTRICAL PERMIT Fling Feel 20.00 Main Service '..A oR LEss 2o0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and m license iS n fu O e and effect. ``-- y ., 3 y %� S 7 License Class !. Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 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 Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACG. BLOS. SO 3.50 pp" NpO,pT MULTI.OUTLET @7.50 POWER APPARATLtS a SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES BAL Q 1.50 Ex. Occup. .Flxvntrs, oRR. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 rUIUL tLt, " 'K 1 JU. U JU . UL PERMIT FEE $ SU. UU WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, 1 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 worker3' compensation provisions of section 3700 of the Labor Code, I shall forte comply wiT those provisions. X %` aAW i'(� `=,_, Date Signature of'Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $Q SQ Q 0 O HAz. D FEES IMP FLOOD CIF' pgpGEl ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By !%I'�' Date PERMIT EXPIRES ON%/. Date Receipt No. ,' l 5 �' ' �'.) /i ! WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ��ti COG1 ay. INCIDENT NUMBER EVENT NUMBE LOCAL FIRE NUMBE STATE FIRE NUMBER CASE NUMBER LOCATION 4014 AUGUSTA LANE RP STEVE 1 PHONE NUMBER 624-7836 WILDLAND FIRES ESTIMATED ACRES STRUCTURE FIRE OTHER FIRE MEDICAL AIDS PSA/OTHER HAZ MAT COMMENTS EMD ❑ OES ❑ 10130 10222 LOGGED B TMJ �I. ast i nal Fira RO DERINGTOI 442 i a�� Ceata Fina n(f�a�� BI 102B ia�rcAaAs MEDICS ---- ............. PRA T4 ECC ❑ J REPORT METHO 911 FIRE INFORMATION FIRE INFO SENT HO EMAIL BY TMJ TO STA41 7 -DAY LOGGED D INITIALS TMJ INCIDENT NAM :AUGUSTA START DATE 8/20/2004 START TIME 17:15 DIAMOND # 1.1-1.8 CAUSE IUNDETERMINED LAND USE' DOMESTIC ACRES 0 TYPE OF ACRE (GRASS DIAMOND 5 ONLY $ DAMAGE TYP DOLLAR DAMAGE 5000.00 SAVE 427500.00] INJURIES/FATALITIE ❑ # CIVILIAN INJURIES 0 # CIVILIAN FATALITIES 0 # FF INJURIE 0 # FF FATALITIES ,-O� �, FC -40 INFORMATION J New Incident t FC -40 11DATE OF FC -40 INC AGENCY INC # INC P# FC -40 COMP DATE FC -40 COMP BY County Notifications F./� EARS Hard Copy Recieved ❑ EARS Checked Agenst EARS Computer ❑ NOTES I RESIDENTIAL 04 0 64 DUGGAN, STEVE PERMIT NO. - 4014 AUGUSTA LN, CHICO CONT: SUNSHINE POOLS POOL -MASTER #5.10-97 r r k Gvw� eat t IF SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE`SPRINKLERS REQ. SPECIAL INSPECTION.ITEMS VERIF,,Y USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) 3C) 03 Signature CHECKED BY J=OK 0 = Not OK Not . = Not Readyabte 1. MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements Wood Awn.; Posts- Beams- Rftrs-Connectors 2. Soils; Special MH Support Sketch 5. 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P' L 'ft. / P Nat. or/ P' L "ft./ P LPG 9. tgalth D ent Approval 7. Well Clearance & Disconnect -4A3 8. Utility Clearance 12. Enclosure; Fencing -Alarms Dat , Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 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 oils; Compaction -Structure Stability Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Car B-1 Date Card B-1 Date PO S (Plans) OK except #'s etbacks-Easements oils; Compaction -Structure Stability lig 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.; Bo g; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. tgalth D ent Approval P ; Cir. Test -Water Supply Test -4A3 TT_. Light Niche 12. Enclosure; Fencing -Alarms Dat , Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s . 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /' Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date FRAMING (Continued) Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 57. Siding -Nailing Veneer Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled Date 27. Romex Installed Close to Edge of Studs & C.J. Date 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Date 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 70. Stairs & Rails Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound _ 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred.Ceilings-Stairs-Chasers-Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor El Yes _ 83. Following Instld./Drive D Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric e• 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: NOTES RESIDENTIAL PERMIT NO 047-670-064 02-1983 DiJGGAN, STEVE t 4014 AUGiJSTA LN., CHICO j NEW SINGLE FAMILY //-/L/-6,-) I .mFFICE COP Address 416, GAS t Meter By Date so ELECTRIC Meter By SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER t JOB FINALED (Date) t. Signature E`: r 1 ' - t .mFFICE COP Address 416, GAS t Meter By Date so ELECTRIC Meter By SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER t JOB FINALED (Date) t. Signature E`: r It � - i .mFFICE COP Address 416, GAS t Meter By Date so ELECTRIC Meter By SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER t JOB FINALED (Date) t. Signature E`: 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete - 6. 'Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat, or / /"L"ft./ /'LPG 7. Well Clearance 8 Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. / = OK 2. 0 = Not OK 3. - = Not Applicable 'MOBILE HOMES = Not Ready • 5. Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete - 6. 'Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat, or / /"L"ft./ /'LPG 7. Well Clearance 8 Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector, ' 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged * • 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy t 12. Permanent Foundation Only; License Decal' 1. Setbacks -Easements Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 1 ) MISCELLANEOUS i Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements t 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 .t 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures t 6. Carports; Windows -Doors _ 7 Flprtrir 1` � 1 ' i 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh L 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings ! 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 FINAL (Plans) OK except #'s i 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 t 1 t Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 � 1 ' i J = OK 0 = Not OK •'� - = Not Applicable = Not Ready RESIDENTIAL (; Date U erfloor (Plans) OK except #'s 1. 4ning-Setbacks-Easementp-Flood- Slope tg., Main; Soils-Elec nd.-/ okLr�Ftg. Depth 4 At ' Access; Size & Romex Protection -Draft Stop -Ins. Baffles tg., Garage; Soils-Steel-Elec. Grnd.-/ r Ftg. Depth V-9 ., Porches & Decks; Soils -Steel-/ /" Ftg. Depth l -4 -KV 5. Stemwalls, Main; Steel-Blockouts-Wrapped 5 P perty Line Firewall & Openings 6. Ste walls, Garage; Steel-Blockouts-Wrapped 6a. old DwviTsand Special Anchors lab, Steel -Wrapped SG. 'ding -Nailing Veneer 8. PieryFireplace Ftg.-Steel W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation J - Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date LUMBING (Permit) OK except #'s 1 ater tr.; Vent -Access -Combustion Air Baffle ter Pipe; Test & Anchor -Nail Protection 1V.; Test Fittings & Anchor -Nail Protection �� ti1JV Shower Pan; Test, First Floor -Tub Access A" �O •(_ 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Dat- a Card B-1 Date Card B-1 Date /ELECTRICAL (Permit) OK except #'s 2 ture & Transformer Clearance -Ins. Protection 4/E/c. Receptacles Spacing -Lights & Switches at Doors ize Boxes & No. of Conductors Stapled 26. omex Installed Close to Edge of Studs & C.J. 2 quip. Ground made up w/Meth Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen & Conductor Size GFI eed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 3 Range Circle / PO/ ga or AI -Oven Circ. / / ga Cu or At I sulated Neutral WYes O No 3 ervice-Riser Conductors & Ground Main Disconnect Equip. Clearances Panels-Motors-Mech. Equip. 33.Clothes Closet Light -Shower Light -Spa Light 34/ Smoke Detector Date �S� ©•S Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & upport- 36. 'Ve Fan, E bove insulation A11 an, ondensat verflow, Size & Grade T �^ 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1/Date Card B-1 Date 1 L1 P3 Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40/' Sits Proper Materials & Anchors 1, Walls Studs -Nailing Spacing & Braces -Plates -Sound Baring Walls over Girders & Floor Nailing 49< Draft Stop in Walls (rat proof) 44-'5' a Stops, Furred Ceilings -Stairs -Chasers -Tubs 4 Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) angers -Post Caps -Anchors -Connectors ling. Joist-Rttr. Ties- Purlin-Roll Brac.-Truss-Shting.-Ring. AW Fi place Ties or Type A Flue -Fireplace Throat Clearance 4 At ' Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5A,Odrm. Windows or Exiting Doors -Sill Ht. & Dimensions l -4 -KV Garage Fire Protection Framing G 5 P perty Line Firewall & Openings 5 . Doors One 3' -Check Garage 3rd Story, 2 Exits St ' s; Width -Headroom -Rise -Run -Landing -Fire Protection lywood on Roof Overhang -Attic Vents -Ratter Outriggers . SG. 'ding -Nailing Veneer 6 Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Acge'ss 5"l ng Area -Glass Protection -Sky' hts-Pla 9. 'Walls; N ' ing-Bolts MVVI�Ijo ace Inte /Exter' all Panels wt/ Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows ~ " Date ' i ` OJ Card B-1 Date Card B-1 Date (j Card 1 Date Card B-1 Date FINAL (Plans) OK except #'s = xt. Steps -Door & Sidelight Protection -Landings y a� 4)S oke Detector T Furnace Vents -clearance -Comb, Air-Connector- Ip4arage; Above Floor -Ducts -Meth. Protection Brom Exiting W-I&F.I. & Bath Fixtures & Tub Access -Spa lec Trim & Subpanel, Breaker Sizes & Labels 1r5 & Rails ir§place or Stove, Clearance -Hearth le . Outlets at Wood Panel, Int. & Ext. it. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 719—t�c. Outlets & Receptacles at Kit. Counter 7d '.rage Fire Door; Swing -Landing -Closure 3G.,A.C. Duct in Garage -Damper r. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. age; Above Floor -Meth. Protection Elec. & Mech. Equip. Listed for Location L r � lec. Receptacles in Garage (F.F.I.)-Romex Protection U.Ifnsulation-Foam-Looked in Attic AQ. -Guard Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth CJearrance Looked under Floor ❑ Yes Foll ing Instld./Drive ❑ Yes U No/Walks 0 Yes ::I No/Planters 0 Yes ] No tucco Brown -Finish 8 nts Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings er Well, Disconnect, Electrical, Plumbing 8 xte for Elec. Trim, G.F.I. Recepiacle-Underground elation Throughout House Sg!C rections from Previous Inspections G Test -Meters Tagged, Gas -Electric r & Sewer Connected -C/O to Grade -HD Approval ergy Compliance Certificate -Other Certificates Address Posted Date Card 13-1 h, Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA ��(530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE v OWNER PERMITNO. 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. M uAW,e2 Date �' U Inspector REV 10/92 q1+ 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 t: A 4 GAJ 02- /963 OWNER It. 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, please contact this office immediately. Date I Ll Inspector Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE OWNER '3 PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date /z - {-� - to.1 Inspectort REV 10/92 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 00 1 19 93 OWNER V U 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 Date inspector j^ l 7 Inspector V aC%v; REV 10/92 COUNTY OF BUTTE - DEPARTMENT -OF DEVELOPMENT SERVICES - BUILDING DI ION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538- �� /clg�0. (Rev. 12/96) APPLICATION AND PERMIT c ASSESSOR PARCEL NUMBER .4 047-670-066 ZONING BUfLDING PERMIT OWNER TELEPHONE SQ. FT. OCC. BUILDING VALUATION 3437 R3 185 598.00 OWNERS MAD &ESS AIUNG P -n- Rny 7747, CHICO, CA 95927 750 U 13 500.00 CONTRACTORS NAME OWNFR TELEPHONE CONTRACTORS MAILING ADDRESS e CONSTRUCTION LENDER Fireplace 1500.00 LENDERS MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 1003.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 652-00 BUILDING ADDRESS 4014 AUGUSTA •�GHKO � Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ LOT NO. 52 SSUBDNISIONSNAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 98,00 USEOFSTRUCTURE SF W Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent -15-00 15.00 15.00 TYPE OF WORK New IJ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: �7 SI OM1 Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15-00 Mobile Home ISI GI W1 920.00 PERMIT FEE $ 178,00 ELECTRICAL PERMIT Fling Fee 20.00 600VOR LE Main Service zo.A 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.POWER License Class Lic. No. OWNER -BUILDER DECLARATION 1 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, /^III do the work, and the structure is not intended or offered for sale. 9 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: Carrier Policy Number he above sections need not be completed if the permit is for work of a valuation 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' com ensation laws of California, and agree that if I should become subject to the w. Prs' compensatio rovisions of section 3700 of the Labor Code, I shall forthw th comply wit th a provisions. X Date Sig,ndiure of Applicant -9,,dwner 0 ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. 1 mp OQ 4 a--iI Main Service TO 46.00o WEE200A NEW CONST. DWELLING OCCUP. CC OR ADDNS. ( a ACC. BLDS. SO 3.5¢FT: 145.5 NON-REOSID. MULTI.OUTLET 97.50 APPARATUS & SINGLE DunFr CIR. Ex. Occup. OUTLET OR FIXTURES BAL @ .so Ex. Occup. oflxuTLEEDTSA R o) EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 1 89,50 MECHANICAL PERMIT Fling Fee 20.00 Heating 20.00 Cooling Hood 6.50 Ventilation 4 4.50 18.00 PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE -OFAL FEE $ 1 HAZ. D. FE IM O D CD PARC Pp ND E This permit is hereby issued nder the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been _ By Dat PE IT EXPIRES ON provisions to do work paid. Q - fe Receipt No. 360610 755.00 `i WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -I PE TO GOLD NROD-APPLICANT I;•• 'rim''. `-s77�e-.�-Gt - F+`-ria.-.�'m r�.r��.msrzrypp...l� rid`.�v;:.��'•��%'rT�r%�+'v�..:4FK COUNTY OF BUTTE -DEPARTMENT OF DEVECOPMEN;T SERVICES -BUILDING ISION 7 County Center Drive, Oroville, CA'95965 Pho e'30)538-7541 Fax (530)5 -2140' PERMIT APPLICATION DATA SHEET OWNER: Df.... ASSESSOR PARCEL NUMBER? (;70 O — 0 G 14 --? ,—% Proposed Building Use: Counter Technician: �[/� Date: / ' 1 ` Q Itemrequired in order to apply fo a permit. All boxes MUST be checked OR marked NA in order to apply. Z. -Plot plans, 3 or 4 sets, signedty the preparer of the plans. omplete plans, 3 or 4 sets, signed by the preparer of the plans. V�!Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. R' ngineered truss details and layouts in duplicate. No faxes! Lel 5. Energy compliance design and supporting documentation in duplicate. (Qk6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in dualicate. f ' 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Lettelof intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... _ ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) W 14. Fees as shown on the attached Schedule of Fees Due Sheet ........................... `........... ❑ L5,—Statement of Intent for Non -heated and A/C Buildings ............................................. t� 911'16. Sanitation and plot plan approval from the Environmental Health Department��- 17. City of Chico Plumbing permit........................J.................. ........: California Department of Forestry plan approval �ii�J paid. Sent. by /Z�� ....g� 15-02- 19. Planning approval for (A) Use:(B)Parking: (C) Parcel Check: ❑ P -Contact Land Development about ❑ Improvements, ❑ Drainage .............................. l 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy).17 ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24%. Worker's Compensation Carrier and Policy Number ..............:..............®,.............. tYX25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... 0 ;6 -Letter of Signature authorization.................................................................... 27. Recorded copy of Agricultural Acknowledgment Statement .................................... 2-30-0L ❑ 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 Telephone and hold for pickup. I have been infornii4of the Applicant: ms and requirements for obtaining a building permit. 7 -,'24,r, -c) Z 1. Index permit application for the above items numberk j Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, ow er, was dvisr 4 of the above da a by ❑phone, ❑mail, ❑counter, by Date: Plans reviewed by: .-J Date: Plans approved by: Date: _ Structural reviewed by: Date: Structural approved by: 17, 14. Date: 104310- T Note transfer by: Date: Yellnw- Ruilr♦ino nivicinn I COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER (A G (�'C_ kA W &. S. PROP S BUILDING USE BUILDING PERMIT FEES `{ • A [� "— Balance Due ....................... $ l 1 l Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ 2. SCHOOL DISTRICT FEES GI�'i i c v► ~ ' �%� (paid at District Office) (Available after Plan Check) SHERIFF FEES (paid at Building Division) Residential ...................... x $360.00 = $ Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... —x—=$ # Units Amt. Commercial (sq. ft.) ............ x Sq. ft. Amt. 5. REC TIONAL DISTRICT FEES JCZ (paid t 'c e) vailfte �e) rr 6. THE LITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # $200.00 (paid at Building Division) CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER 5 1. A.P. # Q LIT ' ,6 l 0 —06 Y DATE t –L ` 02— RECEIPT # DATE REC. PWq� � 16#62,- l6 At At time of permit appli��tion, I was =vie above fees are required to be paid prior to issuance of the building permit. These fees may be changed duriy g�q plan theess. DATE 7 � f� 2-- 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 - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) .2- 2- BUTTE COUNTY PARKS DEVELOPMENT FSE CERTIFICATION FORK CHICO AREA RECREATION AND PARK DISTRICT Assessor Parcel Nur (s ) V 11 &70-t1)&z1 Project Loektion/Address �-WA 1-4 '4&14,1&s/19- ff2i , (1,1 b (._- e V Subdivision JSai Lot Numbers) Residential Development: (check one) New Development _Alteration/Addition Mobilehome(s) _Non -Residential to Residential Total Number of Dwelling Units ' wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwrrwww Chico Area Recreation and Park District(CARD) certifies that 154-c uc T_-') v cpcx_ p q -2cl f Lp (Applicant Name) (Phone Number) UN (Street Address) (City) me] (State 11S9a_7 (Zip Code) has complied with the requirements of Butte Co. Resolution No. 90-140 rb�y,,' payment for dwelling units @ $1,189 for total payment of $ CARD Rep�r_efs;ntat4vlfe Date PAID BY CHECK NO. REMARKS: BANK NO. I �( PAID BY CASH RECEIPT NO. 10•'04/02 #1,6105 121:56PM tXKTOTRI $1189.110 Distribution: White --Applicant Yellow --Butte Co. Building Dept. Pink --CARD Goldenrod --City of Chico Building Dept. park.fec (form revised 11/90) 0 n + BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District �� (C-� Uty 1 FI Building Department No. A.P. Number V � 1' ' 0 Gam / Jurisdiction: City County " Property Owner Property Location/Address 40111— 16-0 cru VP, LN . f C*'( (-0 � I( Subdivision P"El,NT =—Rr W) I (?— Lot No. SL Residen al0 elopment No oLiving Mobile Home Units Installation Commercial/Industrial New Addition Building bgpartineAt Representative 1 .................................................................................................................; 22 Sq. F 1 9 31 7? Addition/ 'Supplemental to r/�1 (GroUh R Conversion Permit # � '(No foundation inspection): t Sq. Footage (Floor Plans reviewed by School District Personnel► Date (Including Exterior Roofed Areas) District Antification No. 0 VZ -4f q 1 r District School Dis ' V certifies that (Applic 1 �a IrY -7-7y7 .2- I b (Street Addressl (Phone Number) 2 - (City) (State) (Zip Code) has complied with the requirements of Resolution No. representing 13, ! / square feet. —� by payment of $ 3 S( p Paid by Check # � Remarks: AB 2926 $ FULL MITIGATION $ /o 0Z Date Notice: ►(lou may protest the imposition of the fees identified above by submitting a written protest to the Distn rp'cgr�l li�nce with Government Code Section 660201a1, within 90 days from the date fees are paid. Failure to submit a timely writte r t lst yv-h PfWbit you from challenging the imposition of the fees in any courtaction. I VV 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 (CEQAL this project may be subject to additional school fees to fully mitigate its impact on`tlie school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm ENCROACHMENT PERMIT County of Butte Department of Public Works 7 Count Center Drive Oroville, CA 95965 Phone (530) 538-7681 Ext. 2016 Fax: (530) 5384356 Download Forms: www.buttecounty.net/publicworks/fotms.htmi NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Pe it Nber Phone (530) 538-7681 Ext. 2016 �Z (� 9 78' Dian; t APPLICATION t / WE, the undersigned; hereby apply to the Countyof Butte bran encroachment permit to do the following work under or over the County and hi hwa s, all in accordance with Court ordinances and general laws. All information exce t si nature must be ed or le ibl nate I. Applicant's N�e� �� (�� la. Company Name: 2. Address: pl 4. se5�or s Parcel�j er: 6. 8. onerac[or's Name CONTRACTOR'S INFORMATION C s� )'t e6� 9 Address 10. Phone s License Number: s Signarure: 14a. Date 16. Please Cheek: TYPE OF WORK TO BE DONE Curb: ❑ Gutter: ❑ Sidewalk: 13- L 1. Drivew (List Type): 18. Other: In compliance with the above request, and subject to all terms, conditions (�cIT InGhosj�e o page of this permit rmission ishereby nted. 19. Conditions VC,aca x i o .z'o A.I r6ae% o of Insurance Yes ❑ No: ❑ 20. ❑ All work shall conform to accompanying: Detail ❑V Plans "❑vJSpecial Conditions ❑ 21. Date Issuedf7 2?, Expiration Date: ZI Mike Crump, Director of Public Works 2 Y 3 "Note: If permits are fared to any number besides.(530) 538-4356, they can be delayed up to one General Conditions — See Page 2 Page I of 2 rj below, ° AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 �L/Jm�' OF 2002-0039090 Recorded Official Records I REC FEE 7,00 I CONFORM County Of .00 BUTTE CANDACE J. 6RUBBS I Recorder I ROSEMARY DICKSON I Assistant I Maryll 01:17PN 30 -Jul -2002 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: �CyT /©/>�^/tri�� :L,�it�Q.c'2i�r- .�ud�cu.�'1rr� �✓ �/,-�r'�" ��� �1�!�� �"" � . 77L- 3:52 Fart - ,- Date / L�q�y PROPERTY OWNER: State of California ) County of tAt e ) a On 7cJ�`/.$ aUCI)- before me, "rick O_ CvSd(`_ iiibtr'—, A) b 1, personally appearedS/eye Qkj 5 a 4 y\ pexse�allx known to me-(erproved to me on the basis of to be the person(,v) whose named is/ax& subscribed to the within instrument and acknowledged to me that he/sheAlmy executed the same in his/hevAheir authorized capacity(ies), and that by his/herkheir signature(s}on the instrument, the person(05 or the entity upon behalf of which the person($f acted, executed the instrument. WITNESS my hand and official se 1. PATRICK O. COSOLA Signaturey • Seal:COMM. 0 1317262 NOT�wr wie��c • cin BUTTE COUNTY Comm.•Exp. AUG. 10 2005 r A.P. # /' y7^ " 7 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearingyour sigoaaae. Please complete and return this information at your earliest opportunity to avoid tmo ;esssrydday in processing and issuing your building permit. No building permit will be issued unW this verification is received. 1. I personally plan to provide the r 'or labor. and materials for construction of the proposed property improvement: YES b NO 0 2. I HAVE E3 HAVE NOT C3 signed an application for a building permit for the proposed W=L ;. I have contracted with the following person (firm) to provide the proposed constrtutio®: NAIiE: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAI�TE: .9 ADDRESS: CITY: PH0ti-E: 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: PROPERTYOWNER: SOCI.AL SECURITY NUMMER: ,/ `- DATE: NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 oVde California Health and Safety Code. This verification matt be -compldW std returned to our office before we are permitted to issue the permit OVER OWNER BUILDER INFORMATION k' - Dei: P-ocer-v An application for a building permit has been submitted in your name ('sting yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record oa such a permit. Building permits are not required to be signed by property owners unless they are personally perforrniog'll"- own work. If your work is being performed by someone other than yourself, you may protect yourself frotn possible liability if that person applies for the proper permit in his or her aame. 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 Hades that you plan to subcontract„ you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family. and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ [f you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including *state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may to financial risks for you if you do not carry out these obligations, and these risks are especially serious 4. with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Intemal Revenue Service (and, if You wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, ccr.tact he Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own worts personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 10=0 N Street. Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. I rely, titic el C. Vi iia, C.B.O. Ni ger, Building Inspection NOTE: Thin Owner -Builder Information is required by Section 19830 ojthe Cali%rnla Health and Sajery Code - OVER APPLIED TESTING CONSULTANTS J2��TNCMATERIALS ENGINEERING TESTING AND INSPECTION July 17, 2002 County of Butte Building Division 7 County Center Drive Oroville, CA 95965 Attn: Gentlemen We have completed an Expansion Index (EI) Test per the 1997 Uniform Building Code (UBC) Standard 18-2 on a sample of soil obtained from the building pad for Lot.#52 at Pheasant Landing Phase III in Chico, CA. The soil described above was sampled for'expansion index. testing. The test result was an EI = 13. The UBC classifies this soil as having a "Very Low" potential for expansion. The Butte County Building Department requires no recommendations for mitigating the, effects of soil expansion if the EI is.less than 20. Applied Testing Consultants does not represent that these test results and/or recommendations are suitable whether or not modified; for any other site 'or structure on. this site than the one for which they were specifically prepared. Applied Testing Consultants disclaims responsibility for these test results and/or recommendations if they are used whole or in part at any other site or structure on this site. Thank you for the opportunity to be of service.. Please contact us at the address and number above if you have any questions. Sincerely you , Brad For the Vice President Director of Operations 3060 Thorntree Drive, Ste. 10 • Chico, CA 95913 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 Gary Hawkins ARCHITECT July 24, 2002 Butte County Building Division 7 County Center Drive Oroville, Ca. 95965-3397 RE: Steve Duggan lot 52 Augusta Chico, Ca.95973 Plan Check No. AP # I have reviewed the revised truss engineering from Longfellow Lumber Co. Inc. for the above-mentioned project and found that the submitted information correctly depicts the loading and design requirements. While these documents have been reviewed to verify compliance with structural criteria, It shall be noted that the verification of exact truss dimensions is beyond the scope of our review and shall be the responsibility of others. If you have any questions regardingf, his item, please do not hesitate to cal-•lYthis office ��..� +� �'w �` y� '. -73'4' , •i: .. y'L ..r' 17 '�� ,. }_ � s^"r fa' _,CJ?",v .�.-r'C.r`fi +f� •-+.,..c �amt --...�,'... Si cerel ;```�.,r`' - 'Ar'.t'ect-`" 4 1370 RIDGEWOOD DR., STE.10 • CHICO, CA 95973 (530) 892-2700 • FAX (530) 893-0532 • garyarch®email.msn.com Q .l! - September 20, 2002 Steve Duggan PO Box 7747 Chico, CA 95927 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Gary Hawkins Architect -,� 1370 Ridgewood, Suite 10 Chico, CA 95973 Assessor Parcel Number: 047-670-064 Building Permit Number: 02-1983 gqS— oS32 Thank you for resubmitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM to the attention of Philo Hunt, Plan Check Engineer. Your complete and clear response will expedite the re- check and approval of this project. Please comply with the following items in italics remaining unresolved from the previous plan review: STRUCTURAL COMMENTS: tI ¢ Show how the plate splice in the bottom chord of trusses D2 -D5 resists the moment incurred at the splice resultant from the 100 plf dead plus live load along the bottom chord. Please have the truss engineer call to discuss the answer to the specific question. On Sheet 2, specify the 3x sill and abutting member requirements for shear walls 3 and 6 per UBC 23 -II -I -I fn 3. Both walls have an allowable > 350p4( Because the allowable >350 plf, irrespective of the calculated load, the 3x requirements apply. If you wish to discuss, any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss the above items, ask for,Philo. 1 of 2 Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Keith Long, Architect Plans Examiner Consultant September 10, 2002 Steve Duggan PO Box 7747' Chico, CA 95927 Gary Hawkins Architect 1370 Ridgewood, Suite 10 Chico, CA 95973 Department -of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 047-670-064 Building Permit Number: 02-1983 e Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN•REV [EW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: 1. Provide fireplace listing, or require the listing and installation instructions be at the jobsite for review by the County inspector. 2. Provide attic access over the Entry. 3. INFORMATION ONLY: the electrical was not reviewed. 4. Provide attic access, including over the north and south Garage attics if > 30". 5. Please specify tempered glazing sidelights at the entry. 6. Shearwall 3, Line 1, needs a triangle symbol (no symbol provided). 7. Braced Wall Panel 11 at the Garage West wall is > 8' away from the corner. 8. The 34'. long Garage South wall with Bonus Room above (i.e., two story) needs 8.5 if of BWP to satisfy the 25% of wall length requirement. 9. Section A/6: the type X gypboard is required not only at common walls, but walls supporting the floor/ceiling framing above. - 10. Show required insulation in typical sections. 11. Design a connection for the piggyback D- series trusses and their "hats". 12. How is the entry system (sidelights) reflected in the Title 24 calcs CF -1R? 1 of 2 STRUCTURAL COMMENTS: 1. Show how the plate splice in the bottom chord of trusses D2 -D5 resists the moment incurred at the splice resultant from the 100 plf dead plus live load along the bottom chord. 2. Sheet 7: the 10" a.b. @ 26" o.c. conflicts with the 12" a.b. detail 2/Dl; please correlate. 3. On Sheet 2, specify the 3x sill and abutting member requirements for shear walls 3 and 6 per UBC 23 -II -I-1 fn 3. Both walls have an allowable > 350 plf. If you wish to discuss any of these requirements, pleasecall (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss either non-structural or structural items, ask for Keith; if after September 22nd, ask for Martha for non-structural items or Philo for structural. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data' Sheet. Keith Long, Architect Plans Examiner Consultant 2 of 2. PROJECT PROCESSING RECORD APPLICANT: OWNER: PERMIT #: 0 a- ' l es: A. P. 1: 047 -- c-,-Its - 0 WORK DESCRIPTION: S� DATE DESCR-SON OF STEP - i �% ------------- LARRY-PArNTER , EHS_CCJ E rpm: - CHICO ENV. HEALTH ❑ APPROVED CONDITIONALLY APPROVED b PERMIT CLEARANCE >iQ Permit #: 0 2. ^ J C�J (> Gene, ra/InfornMadon N 2 6 ��C�2 ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL Date: (0 495 0, AP#:_r) /_1&W)_0toj Owners Name: /Parcel Acreage: i Owners Address: / `t / w _ Building Site Address: /ZI-1— C6 L_� CA PrtvoerIInformabron Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home @rSFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Septic Well ❑ Other Zone District: — ( Date of Zoning Ordinance: General Plan: r + Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement ® No ❑ Yes, check use Minimum Acreage: / Nitrate Action Plan ® No ❑ Yes Violation Area ® No ❑ Yes CSA (g 7 Specific Plan ❑ No Yes 0 Chico ❑ D2N Enterprise Zone R No ❑ Yes, check use ® No E] yes �/ Floodplain Zone: Watershed Protection Zone ®No F] Yes Proposed Use Complies With: General Plan JR Zoning Proposed Use Reauires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes Apolicable Setbacks: ❑ Cohasset Panel Number: 32D tom. ❑ Accessory Building Use ZoninQ Code Strftt & High T—Fire Prevention Subdivision M Front o G L i a 10 L' Side Side street Rear �% O Height Environmental Health issues: Septic Permit Review: Agriculture Affidavit Required ❑ No ❑ Yes Well Permit Review: Designated Well Site ❑ No ❑ Yes Land Development Review: Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Parcel Created by: ❑ Deeds Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed Reference: Legal Access Required: ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: �N Sgrv+ Lo�ND�NG- 00(T 2 PH it Map Date of Recording: 3 L.� 28%30 Lot: S 2 Block: Book: I / Page: Conditions That Must be Met Prior to Issuance of Permit: �9 ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Comply with condition no.' of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. ❑ Other General Comments: Co)j9+-r,ot✓ S AT'TA e -H6 -b or -S PAN REVIEW RESPONSE 41DRM T" In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. if this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested 'in our plan correction letter. "By others" is not considered a valid response. Please indicate your response to each item and the location where the information can be found on the plans/calcs.. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS OWNERS NAME DATE: &i -f" C7ocao r, -J 1-17-0-7- .17.vZ.ASSESSORS ASSESSORSPARCEL NUMBER PERMIT NUMBER 047 • (P70. 0&4 !!� � RESPONSE FOR PLAN CHECK LETTER DATED: _ f4- S?WC0�� (�� _ OZ 1"lU-OZ I�1 �/n LD lL.� V� PLAN CHECK ITEM # A-) RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: LAJI A_, AZOVI/>6 JM144,0t,� 6,-/S%7A-G A-7- vC1,01-,S17L LOCATION ON PLANS/CALCS: COMMENTS: 001r171V IS- PAW -r Of, A�rvT7/L0- PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: LOCATION ON PLANS/CALCS: COMMENTS: 001r171V IS- PAW -r Of, A�rvT7/L0- tZeo-r- •4rz� A rr7G .t-u&u .A-OtVAs-;7 A -r LAVA-If2kLy X -p.3&, PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: �,•� ����� A -Me, Are, &$ 9 A -F tctUt A -Me, Ayv-f PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: "1794v A -Me, Are, &$ 9 A -F tctUt A -Me, Ayv-f RESPONSE FOR PLAN CHECKLETTER DATED: PLAN CHECK REM N RESPONSE BY: COMMENTS: LLf/Si/•A,C.- SYujgOL S IwN VN FLANS/CALCS: g1 may' z -- PLAN CHECK REM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: Alt S PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: / 7;2 -Ls s t- 772-i S S &A%,e- s . COMMENTS: S�lE %�l(plsi{i/�1-C/< i2(/Sj Cmc171>�/ WO-7>r7L� /N 7rL s: - i�a.� 7��S A, / PLAN CHECK ITEM N RESPONSE BY: l Z./ (yoyt-y t-, 0 w�YS /4IAxvv7,-o jj ATION ON PLANS/CALCS: ZWIC Z AF,^J&Z `Y GYLt S. LOCATION ON PLANS/CALCS: -2,- 7 PIAN CHECK REM N .RESPONSE BY: &AY -Y COMMENTS: rlvl S fb pjQ/iLjt 14,A4f. PLAN CHECK REM N RESPONSE BY: LOCATION ON PLANS/CALCS: 5( -j y 7/ b 5 7AWv• c'�+t.�s . e. z f a. a COMMENTS: 0—llyf if CA-#� S 6-fy 2Lvi i 6f> /�L �S PLAN CHECK ITEM N„/ 'OA RESPONSE BY: LOCATION ON PLANS/CALCS: s l�-T (;o COMMENTS: /�r1ti0"0-0- 7a/0K!/o C-0 S” v�v (rf/UZ� /7G A -m PLAN CHECK REM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: Alt S PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: / 7;2 -Ls s t- 772-i S S &A%,e- s . COMMENTS: S�lE %�l(plsi{i/�1-C/< i2(/Sj Cmc171>�/ WO-7>r7L� /N 7rL s: - i�a.� 7��S A, / PLAN CHECK ITEM N RESPONSE BY: l Z./ (yoyt-y t-, 0 w�YS /4IAxvv7,-o jj ATION ON PLANS/CALCS: ZWIC Z AF,^J&Z `Y GYLt S. ;�0*3 RESPONSE FOR PLAN CHECK LETTER DATED: I (7 - D L, PLAN CHECK ITEM N C7 RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS:/ ",0/77 oyvq-t, 777��1 G L S CHECK ITEM M RESPONSE BY: LENTS: LOCATION ON PLANS/CALCS: �T 7 G fth�-tom can.v � • ! o " � PLAN CHECK ITEM K RESPONSE BY: LOCATION ON PLANS/CALCS: 3 GyY �IYT z. COMMENTS: 7X S < 7WWIlAj lir / vSb0 L� tC/1Ztfs FUI2. 7-0 �-2,S f GLS W G,p�js PLAN CHECK ITEM p ONSE BY: LOCATION ON PLANS/CALCS: L COMMENTS: �,(�-�tJ� nn QI (tvc�a•r- ' �Gv, vF �. 3 • d. l f � � � S �ei tY � � C .. /� fI LL C lc W •« �'C9lNh CG �� PLAN CHECK ITEM X RESPONSE BY: LOCATION ON PLANS/CALCS: PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: CHECK REM >r RESPONSE BY: LOCATION ON PLANS/CALCS: Jan -20-00 07:23A wbdc 9166852831 P.02 Certificate of Conformance Certificate 052736 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 AITC 117.93 – Manufacturing – Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the in -plant QA program with 'adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. � q jc V-14. .� IN o W ° oo'•. — SEAL :.0 C.2 *�sH'Nt i by ! 1. ROOF AAobbm .ai Bnwnd Nems Ybo and canoe (R�1lalus) 2 CISLNG 8W or Blmd* Amid Name Jdms I weft ' LoomFETWe FboMins�dNews Jol■�s1!®ie Ow*oc 6idLbsbbd*W,G3 �� e. Yep.bObI sind-ePFORpWIIn- o ootioaeatm7hon■dResidpwos(lt%qi** 3g a EXrEpwR wmL III a Id Elmookm _ . s . s- 4. RAISED R.00R aa■�d ��� oe 3 i lAdwW 7mdown---- = iirrwrll Reeie�moe S. SM FLOM / PERi 7E�t . .- Mabelel 0ab tbme lberawRl d I? DRAFT ILWNWALL R I - Gary Hawkins ARCH ITECT Dec. 17, 2002 Put*e- Counter -- -- - - - - Building Division 7 County Center Drive Oroville, Ca. 95965-3397 RE: Steve Duggan PO Box 7747 Chico, Ca.95927 Plan Check No. 02-1983 AP # 047-670-064 The shear wall material is designed to run continuous from slab to the top of the wall or bottom of the truss. The gable end truss is designed as a drag truss which will transfer the loads from the roof plane to the top of the shear wall. The is no need structurally to continue the shear wall material from the roof plane to the top of the wall. If you have any questions regarding this item, please do not hesitate to call this office. Si,7ere/l!/,rf,.� �r. a �4awkns `_,.. ''."s-- .,.,.,c It t ,,,t�- . .,.a'"'° ;- -• a.: _ _..... - - - - Architect - - - r G a+ - �� 1370 RIDGEWOOD DR., STE.1 O • CHICO, CA 95973 (530) 892-2700 • FAX (530)-893-0532 • garyarch@email.msn.com Job Truss Truss Type qty Ply ,s DU3437 D2 PIGGYBACK ATTIC 4 1 (optional) Longfellow Lumber Co., Inc., Chico, Ca. USU8-74 A iKXbv 16 2000 MiTek Industries, Inc. Mon Sep 16 10:39:44 2002 Page 1 11.24 7-0.10 I 54-0 I 94-0 I 14-8-0 I 184-0 I 20.114 I 24-0-0 {� 1-0-0 7-0.10 2.74 74-0 54.1 74-0 2.74 7-0.10 14-0 ' Le.e� wv �l 11 we Maf.e= e 11 a.e Le n 10 ia 11 3 f fe + 1 e Le= v u le a enc en = an c Le c 10.10 t" s4-0 I 18.44 I 70.114 I 24-0-0 I 7-0.10 0.11414-0 1244 2.74 30.10 Plate Offsets (X,Y): [2:0-4-8,0-2-8], [6:0-5-8,0-3-0]9 [8:0-5-8,0-3-0], [12:0-4-8,0-2-8], [14:0-3-8,0-4.0], [16:0-3-8,0-4-0] LOADING (psf) SPACING 2-0.0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.88 Vert(LL) -0.40 14-16 >595 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0:73 Vert(TL) -0.62 14-16 >383 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(TL) 0.02 12 n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/defl = 240 Weight: 185 Ib LUMBER BRACING TOP CHORD 2 X 6 DF SS -G TOP CHORD Sheathed or 4-2-13 oc purlins, except BOT CHORD 2 X 8 DF SS -G 2-0-0 oc purlins (10-0-0 max.): 6-8. WEBS 2 X 4 DF Std -G BOT CHORD Rigid ceiling directly applied or 8-1-14 oc bracing. WEBS 1 Row at midpt 5-9 REACTIONS (Ib/size) 2=1109/0-3-8,12=1563/0-3-8,17=684/0-3-8 Max Grav 2=1109(load case 1), 12=1563(load case 1), 17=789(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=38, 2-3=-1952, 3-4=-1850, 4-5=-1112, 5-6=398, 8-9=314, 9-10=-1054, 10.11=-2035 ,11-12=-2113,12-13=38, 6-7=632, 7-8=632 BOT CHORD 2-17=1230,16-17=1230,15-16=1112,14-15=1112,12-14=1461 WEBS .4-16=788, 10-14=1134, 5-19=-2028, 18-19=-2004, 18-20=-1785, 9-20=-1807, 3-16=-175,11-14=-512,6-18=277, 6-19=152,7-18=-137,8-18=44,8-20=136 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-13, UBC -97. 4) Ceiling dead load (7.0 psf) on member(s). 4-5, 9-10, 5-19, 18-19, 18-20, 9-20 5) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 14-16 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) This truss has been designed with ANSIITPI 1-1995 criteria. 8) Design i - assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. BUTTECOUNTY p LOAD CASE(S) Standard BUILCHNG DEA&RTN! APP O VE . NT Job Truss Truss Type qty Ply DU3437 D2 PIGGYBACK ATTIC 4 1 Longfellow Lumber Co., Inc., Chico, Ca. 900M-7431% iKlbv 16 2000 MiTek Industries, Inc. Mon Sep 16 10:39:44 2002 Page 1 Load Diagram (plf) .520 X60 520 jo60 520 .200 340 '40-0- LOAD 00 I � LOAD CASE No 1 : (1) Regular I I :200 3� 0 20 0 3� 0 .200 LOAD CASE No 2: (2) UBC .520 660 520 20��0 Z00 log 0 A, Aa o LOAD CASE No 3: (3) Floor .260 3�Ay0 0 .520 66 0 ,520 � I LOAD CASE No 4: (4) 1st unbalanced Regular � I A10 6, 0 LOAD CASE No 5: (5) 2nd unbalanced Regular Job Truss Truss Type qty Ply DU3437 D2 PIGGYBACK ATTIC 4 1 Longfellow Lumber Co., Inc., Chico, Ca. X28-74 1; KXbv 16 2000 MiTek Industries, Inc. Mon Sep 16 10:39:45 2002 Page 1 Force Diagram (lb) �ryh ry rory0 \\\Oen rpm Is LOAD CASE No 1 : (1) Regular LOAD CASE No 2: (2) UBC ►eery �p�O� rye fro Co ,pro ro �•�O b rye/ y ro i LOAD CASE No 3: (3) Floor LOAD CASE No 4: (4)1st unbalanced Regular �ePIe - \ �e0e f� ryry� LOAD CASE No 5: (5) 2nd unbalanced Regular Job Truss Truss Type Qty Ply OU3437 02 PIGGYBACK ATTIC 4 1 Longfellow Lumber Co., Inc., Chico, Ca. SEMM-7401% K by 16 2000 MiTek Industries, Inc. Mon Sep 16 10:39:45 2002 Page 1 Moment Diagram (lb-in) • do A is 40 .ro I16 LOAD CASE No 1 : (1) Regular LOAD CASE No 2: (2) UBC YL�� eke h° h) 6 O b .1b o� 0 LOAD CASE No 3: (3) Floor LOAD CASE No 4: (4) 1st unbalanced Regular ooao I hti � row LOAD CASE No 5: (5) 2nd unbalanced Regular Job Truss Truss Type qty ply DU3437 D2 PIGGYBACK ATTIC 4 1 Longfellow Lumber Co., Inc., Chico, Ca. 215IM-7431; Kilbv 16 2000 MiTek Industries, Inc. Mon Sep 16 10:39:46 2002 Page 1- Shear Force Diagram (lb) . NP, ro43 I � O% 6 h ti o Is ----n o ® LOAD CASE No 1 :1 () Regular LOAD CASE No 2: (2) UBC A '1lb A X LOAD CASE No 3: (3) Floor, LOAD CASE No 4: (4)1st unbalanced Regular i ogy10 0 p, GO+ \�h 1 LOAD CASE No 5: (5) 2nd unbalanced Regular Job Truss Truss Type qty Ply DU3437 D3 PIGGYBACK ATTIC 1 3 (optional) Longfellow Lumber Co., Inc., Chico, Ca. SSM8-7474 Kloov 16 2000 MlTek Industries, Inc. Mon Sep 16 10:42:26 2002 Page 1 11:24 3-0.10 5-0-0 9-" I 144-0 19.4-0 20.114 2404 }5-0-0 1-0-0 3-0.10 2.74 3d-0 54 4-0 .1 3 2.74 3-0.10 1-0-0 ' evw.ca me = U4- ro a, fw II 6m, 11 —411 ed = 0-e II [7 o a... $ a. o „ 13 3-0.10 ro9 ".0 194-0 i 20-114 240-0 i 3-0.10 x11414-0 1244 20-4 3-0.10 Plate Offsets (X,Y): [2:0-4-8,0-2-8], [6:0-5-8,0-3-01,18:0-5-8,0.3-0], [12:0-4-8,0-2-8] LOADING (psf) SPACING 5-6-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 16:0 Plates Increase 1.25 TC 0.93 Vert(LL) -0.37 14-16 >646 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.80. Vert(TL) -0.57 14-16 >416 BCLL 0.0 Rep Stress Incr NO WS 0.51 Horz(TL) 0.02 12 n/a BCDL 7.0 Code UBC97/ANS195 (Matrix) 1st LC LL Min I/defl = 240 Weight: 554 ib LUMBER BRACING TOP CHORD 2 X 6 DF SS -G TOP CHORD 2-0-0 oc purlins (6-0-0 max.) BOT CHORD 2 X 8 DF SS -G (Switched from sheeted: Spacing > 2-0-0). WEBS 2 X 4 DF Std -G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=3703/0-3-8,12=4303/0-3-8,17=3094/0-3-8 Max Grav 2=3703(load case 1), 12=4303(load case 1), 17=3382(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 14=105, 2-3=-5601, 3-4=-5164,4-21=-3073,5-21=-2743,5-6=1101, 8-9=871, 9-10=-2904, 10-11=-5610,11-12=-5823,12-13=105, 6-7=1749, 7-8=1748 BOT CHORD 2-17=3503,16-17=3503,15-16=3066,14-15=3066,12-14=4026 WEBS 4-16=2143,10-14=3129, 5-19=-5594,18-19=-5529,18-20=-4929, 9-20=-4987, 3-16=-644, 11-14=-1408, 6-18=762, 6-19=419,7-18=-378,8.18=123,8-20=374 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-13, UBC -97. 4) Ceiling dead load (7.0 psf) on member(s). 4-5, 9-10, 5-19, 18-19, 18-20, 9-20 5) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 14-16 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. 8) 3 -ply truss to be connected together with 0.131"x3" Nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 8 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. LOAD CASES) Standard Continued on page 2 Job Truss Truss Type qty Ply DU3437 D3 PIGGYBACK ATTIC 1 3 (optional) Longfellow Lumber Co., Inc., Chico, Ca. S -7431% KIibv 16 2000 MiTek Industries, Inc. Mon Sep 16 10:42:26 2002 Page 2 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 2-14=-313.5, 12-14=-38.5, 1 2=-143.0, 5-21=-181.5, 5-6=-143.0,8-9=-143.0, 9-10=-181.5,10-13=-143.0, 6-8=-143.0, 5-9=-38.5 Horz: 4-16=0.2,10-14=-0.2 Drag: 4-16=-55.0, 10-14=-55.0 Trapezoidal Loads (pif) Vert: 2=445.8 -to -4=463.2, 4= -201.7 -to -21=-181.5 F Job Truss Truss Type Qty Ply DU3437 D3 PIGGYBACK ATTIC 1 3 Longfellow Lumber Co., Inc., Chico, Ca. SSBM-7401, KMov 16 2000 MlTek Industries, Inc. Mon Sep 16 10:42:26 2002 Page 1 ,Load Diagram (plf) i .1�$: AAW 5 1b,3 "o 181'5 1A3 "D 55 ��0����� 55 �. as -6 55 } 0.2, � -18315 � 115' A 02 A• 18315 � '315' 3135 385 2352 935 LOAD CASE No 1 : (1) Regular LOAD CASE No 2: (2) UBC 55 -'o 9,3 5 551 .1p3. W. �L 5 110 o 55 Qj3 5 55 Sys / 19315• 315• 19315• 15. -1802 3135 385 3135 385 LOAD CASE No 3: (3) Floor LOAD CASE No 4: (4)1st unbalanced Regular A i6n D 1815 A I � 315• A' 19315u 313 5 38 5 LOAD CASE No 5: (5) 2nd unbalanced Regular Job Truss Truss Type qty Ply OU3437 D3 PIGGYBACK ATTIC 1 3 " Longfellow Lumber Co., Inc., Chico, Ca. IIISEW-763k; KRbv 16 2000 MiTek Industries, Inc. Mon Sep 16 10:42:27 2002 Page 1 I Force Diagram (lb) - i 1p 4§1)10 a LOAD CASE No 1 : (1) Regular LOAD CASE No 2: (2) UBC o 01 go ° o ���� tia5O ' o`O `'° f � / LOAD CASE'No 3: (3) Floor LOAD CASE No 4: (4) 1st unbalanced Regular 1� off` �1 • • h�.. �6 00� h i 4 LOAD CASE No 5: (5) 2nd unbalanced Regular Job Truss Truss Type Qty Ply DU3437 D3 PIGGYBACK ATTIC 1 3 Longfellow Lumber Co., Inc., Chico, Ca. X28-7431% KRbv 16 2000 MiTek Industries, Inc. Mon Sep 16 10:42:27 2002 Page 1 Moment Diagram (Ib-in) °!b �L y^n30� � ►• 01 00 `t' ry�ro � ro00 y0°i a0 �O� i � ti ro ', _.. 110 ' LOAD CASE No 1 : (1) Regular LOAD CASE No 2: (2) UBC ay°+oy^�O�Op, ro°O Oro ti,,pb faro 'leo ,a �"1✓� \fitIRP CO —Y ° O a LOAD CASE No 3: (3) Floor LOAD CASE No 4: (4)1st unbalanced Regular tt 0140 . . 0a�� a6 Ok h 1 6 00 °a a LOAD CASE No 5: (5) 2nd unbalanced Regular Job Truss Truss Type qty Ply DU3437 D3 PIGGYBACK ATTIC 1 3 Longfellow Lumber Co., Inc., Chico, Ca. 11451IM-7431% iKMv 16 2000 MITek Industries, Inc. Mon Sep 16 10:42:28 2002 Page 1 Shear Force Diagram (lb) oo 00 ro % �% �a � Oro ^��� ►���` O oyb O ^tyro h0 h ►. 1h '� 0 lb LOAD CASE No 1 : (1) Regular LOAD CASE No 2: (2) UBC X11 O g �y1 00 6�j �9O 1yj ^•�°� rod h lb 6 O LOAD CASE No 3: (3) Floor LOAD CASE No 4: (4)1st unbalanced Regular / Q h Ooh O ro LOAD CASE No 5: (5) 2nd unbalanced Regular Job Truss Truss Type Qty Ply DU3437 D4 PIGGYBACK ATTIC 1 4 (optional) Longfellow Lumber Co., Inc., Chico, Ca. XM-74OM Klmv 16 2000 MiTek Industries, Inc. Mon Sep 16 10:44:18 2002 Page 1 It" 3-0-10 541-0 9-" 140-0 104-0 20.11- :40.0 {sao too solo tae 3-6-0 3-41 3-41-0 :ae solo too m = para. cu m= m= m 11 Ida. II Ida. II w= mn IiLO � to a 0 8 11 t r 2 1 t � 3.0.10 54-0 1sJ-0 20.11-6 240-0 solo 2.74 12-6-0 2.74 solo Plate Offsets (X,Y): [2:0-4-8,0-2-8], [6:0-5.8,0-3-0],18:0-5-8,0-3-0], [12:0-4-8,0-2-8] LOADING (psf) SPACING 5-6-0 CSI DEFL in (loc) 1/deft PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.81 Vert(LL) -0.30 14-16 >946 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.47 Vert(TL) -0.48 14-16 >598 BCLL 0.0 Rep Stress Incr NO WB 0.56 Horz(TL) 0.02 12 n/a BCDL 7.0 Code UBC97/ANS195 (Matrix) 1st LC LL Min I/defl = 240 Weight: 739 ib LUMBER BRACING TOP CHORD 2 X 6 DF SS -G TOP CHORD 2-0-0 cc purlins (6.0-0 max.) BOT CHORD 2 X 8 DF SS -G (Switched from sheeted: Spacing > 2-0-0). WEBS 2 X 4 DF Std -G BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS (Ib/size) 2=6274/0-3-8,12=4825/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD 1-2=105, 2-3=-7599, 3-4=-7215, 4-20=-3557,5-20=-3227,5-6=1629, 8-9=1778, 9-10=-3650, 10-11=-6823,11-12=-7074,12-13=105, 6-7=2840,7-8=2840 BOT CHORD 2-16=5278,15-16=3936,14-15=3936,12-14=4757 WEBS 4-16=4366, 10-14=3790, 5.18=.7090,17-18=-7013,17-19=-7403,9-19=-7484, 3-16=-1970, 11-14=-1210, 6-17=254, 6-18=491, 7-17=-446, 8-17=670, 8-19=521 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-13, UBC -97. 4) Ceiling dead load (7.0 psf) on member(s). 4-5, 9-10, 5-18,17-18, 17-19, 9-19 5) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 14-16 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. 8) 4 -ply truss to be connected together with 0.131"x3" Nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at 0-9-0 cc. Bottom chords connected as follows: 2 X 8 - 2 rows at 0-9-0 cc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 cc. Attach chords with 1/2 Inch diameter bolts (ASTM a-307) with washers at 2-0-0 on center. LOAD CASE(S) Standard Continued on page 2 Job Truss Truss Type Qty Ply DU3437 D4 PIGGYBACK ATTIC 1. 4 (optional) Longfellow Lumber Co., Inc., Chico, Ca. 26328-74 A ![louv 16 2000 MITek Industries, Inc. Mon Sep 16 10:44:18 2002 Page 2 LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 2-14=-313.5; 12-14=-38.5,1-2=-143.0, 5-20=481.5, 5-6=-143.0, 8=9=-143.0, 9-10=-181.5, 10-13=-143.0, 6-8=-143.0, 5-9=-38.5 Horz: 4-16=0.2,10-14=-0.2- Drag: .16=0.2,10-14=-0.2Drag: 416=-55.0,10-14=-55.0 Trapezoidal Loads (plf) Vert: 2=-245.8-to-4=-163.2,4=-201.7-to-20=-181.5 Job Truss Truss Type qty Ply DU3437 D4 PIGGYBACK ATTIC 4 ' Longfellow Lumber Co., Inc., Chico, Ca. 2151128.74411Iq, KNbv 16 2000 MITek Industries, Inc. Mon Sep 1610:44:18 2002 Page 1 Load Diagram (plf) �1 889► �'S 113 D 1815 A10-0 h5 01 0,8� �'�� 55 0 935 -55 0 02 19315 0 15. A, p2 / 15' A 1 19315 313 5 38 5 235.2 93 5 ,- LOAD CASE No 1 : (1) Regular LOAD CASE No 2: (2) UBC 55 A412" �A��L4��'S -113 � y5 Ql35 55 0 i 193150 315. 193150 315' A• .A802 3135 385 3135 395 LOAD CASE No 3: (3) Floor LOAD CASE No 4: (4) 1st unbalanced Regular 55 a►5�$"1�55 1135 1815 113 0 OZ 19315 3135 385 LOAD CASE No 5: (5) 2nd unbalanced Regular Job Truss Truss Type Qty Ply DU3437 D4, PIGGYBACK ATTIC 1 4 Longfellow Lumber Co., Inc., Chico, Ca. '1119128-731{!, KNbv 16 2000 MiTek Industries, Inc. Mon Sep 16 10:44:19 2002 Page 1 Force Diagram (lb) oole 000 _ ry h/ O ` 0 ; Off' O f W n LOAD CASE No 1 : (1) Regular LOAD CASE No 2: (2) UBC Ar l / \ O ro 1� / \. a � LOAD CASE No 3: (3) Floor LOAD CASE No 4: (4) 1st unbalanced Regular ti 00 ro°►� ro tk �O O LOAD CASE No 5: (5) 2nd unbalanced Regular Job Truss Truss Type qty ply DU3437 D4 PIGGYBACK ATTIC 1 4 Longfellow Lumber Co., Inc., Chico, Ca. 91®28-740i1i, Knbv 16 2000 MITek Industries, Inc. Mon Sep 16 10:44:19 2002 Page 1 ' Moment Diagram (Ib-in) � �� 010 ° 1106 a LOAD CASE No 1 : (1) Regular LOAD CASE No 2: (2) UBC O '1 060 . 6000 00 ,ya �. h6 :06 019 �- 00 � o hti6h 6°a ah �0 a0 ' O H01 600 N LOAD CASE No 3: (3) Floor LOAD CASE No 4: (4)1st unbalanced Regular 100�ro tia � ti606 0 ` 'L a0ti LOAD CASE No 5: (5) 2nd unbalanced Regular tl� Job Truss Truss Type Qty Ply DU3437 D4. PIGGYBACK ATTIC 1 4 Longfellow Lumber Co., Inc., Chico, Ca. 26226-74WA Qliuv 16 2000 MITek Industries, Inc. Mon Sep 16 10:44:20 2002 Page 1 ' Shear Force Diagram (lb) ,lb't�` � 0 ` r01 ej eko 1 ►� O ��g 0 ® LOAD CASE No 1 : (1) Regular LOAD CASE No 2: (2) UBC ti � ti ��°��'� Co f ��1 tih� X10 r0 h o i LOAD CASE No 3: (3) Floor LOAD CASE No 4 : (4) 1st unbalanced Regular �.� 06 FO o® LOAD CASE No 5: (5) 2nd unbalanced Regular Job Truss Truss Type Qty Ply DU3437 D5 PIGGYBACK ATTIC 7 1 (optional) Longfellow Lumber Co., Inc., Chico, Ca. 915828-743!1l, KMv116 2000 MITek Industries, Inc. Mon Sep 16 10:45:37 2002 Page 1 Soto 544 040 1460 I 1644 20-114 24 jE2 144 34.16 2.74 344 0-41 3-" 20-4 1410 144 W= We 114�w 8A " Iw vn 6 • 120-. II Ila. II WIt W— W 11 1100 r1-2 , 10 8 1 No f 11 1 _ 17 . 1 /1 1. W= W= W= W= 14.10 544 164-0 20-114 2404 . 34.10 2.74 1744 2.74 3410 Plate Offsets (X,Y): [2:0-4-8,0-2-8],[6:0-5-8,0-3-0],[8:0-5-8,0-3-0],[1 2:0-4-8,0-2-8],[14:0-3-8,0.4-0],[1 6:0-3-8,0-4-0] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 16.0• Plates Increase 1.25 TC 0.91 Vert(LL) -0.42 14-16 >681 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.51 Vert(TL) -0.65 14-16 >438 _ BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(TL) 0.02 12 n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/deft = 240 Weight: 185 ib LUMBER BRACING TOP CHORD 2 X 6 DF SS -G TOP CHORD Sheathed or 3-11-8 oc purlins, except BOT CHORD 2 X 8 DF SS -G 2-0-0 oc purlins (10-0-0 max.): 6-8. WEBS 2 X 4 DF Std -G BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 2 Rows at 1/3 pts 5-9 REACTIONS (Ib/size) 2=1678/0-3-8,12=1678/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD 1-2=38,2-3=-2393,3-4=-2303,4-5=-12 19, 5-6=515, 8-9=515, 9-10=-1219, 10-11=-2303 ,11-12=.2393,12-13=38, 6-7=874, 7-8=874 BOT CHORD 2-16=1622,15-16=1304,14-15=1304,12-14=1622 WEBS 4-16=1280,10-14=1280,5-18=-2359,17-18=-233i, 17-19=-2332,9-19=-2359, 3-16==468, 11-14=-468, 6-17=165, 6-18=168,7-17=-152,8-17=165, 8-19=168 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-13, UBC -97. 4) Ceiling dead load (7.0 psf) on member(s). 4-5, 9-10, 5-18, 17-18, 17-19, 9-19 5) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 14-16 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. 8) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. LOAD CASES) Standard - Job Truss Truss Type Qty Ply DU3437 DS PIGGYBACK ATTIC 7 1 Longfellow Lumber Co., Inc., Chico, Ca. 2SEMB-74M% Knbv 16 2000 MITek Industries, Inc. Mon Sep 16 10:45:37 2002 Page 1 Load Diagram (plf) 0A 023 g 3 9 .A101. A1, Jp. 1 - LOAD CASE No 1 : (1) Regular LOAD CASE No 2: (2) UBC . 20 34 0 . '40.0.34 0 Z0 ,52A rog 0 y2 0 023 6 20 0S4 0 20 0 39 023 63 9 A4'D ,114rj .1b6 A4 -'o 1140 140 LOAD CASE No 3: (3) Floor LOAD CASE No 4: (4) 1st unbalanced Regular .20 0 34 Wo 0 520 log 0 520 01 Al 0236 23 9 . 140 1140 A1%0 LOAD CASE No 5.: (5) 2nd unbalanced Regular Job Truss Truss Type Qty Ply DU3437 D5 PIGGYBACK ATTIC 7 1 Longfellow Lumber Co., Inc., Chico, Ca. UMM-74MA KHbv 16 2000 MITek Industries, Inc. Mon Sep 16 10:45:37 2002 Page 1 Force Diagram (lb) LOAD CASE No 1 : (1) Regular I LOAD CASE No 2: (2) UBC LOAD CASE No 3: (3) Floor n LOAD CASE No 5: (5) 2nd unbalanced Regular LOAD CASE No 4 : (4) 1st unbalanced Regular Job Truss Truss Type - qty Ply DU3437 DS PIGGYBACK ATTIC 7 1 Longfellow Lumber Co., Inc., Chico, Ca. X28-74M% KMov 16 2000 MITek Industries, Inc. Mon Sep 16 10:45:38 2002 Page 1 Moment Diagram (Ib4n) ►.°'y ^143 lb �lip a° oytiX10 NCO LOAD CASE No 1 : (1) Regular LOAD CASE No 2: (2) UBC \ A^N6 a a 60 '�® a o`'°a �6ryao LOAD CASE No 3: (3) Floor LOAD CASE No 4.: (4) 1st unbalanced Regular Abj Co °�1 1� �a 6 1 09 oh LOAD CASE No 5 : (5) 2nd unbalanced Regular Job Truss Truss Type Qty Ply DU3437 135 PIGGYBACK ATTIC 7 1 Longfellow Lumber Co., Inc., Chico, Ca. OMM-74016, Knbv 16 2000 MITek Industries, Inc. Mon Sep 16 10:45:38 2002 Page 1 Shear Force Diagram (lb) A O O I ® LOAD CASE No 1 : (1) Regular LOAD CASE No 2: (2) UBC 601 h O6y0 lb N 600 lb / \ � 0A` 0� 6 �6 LOAD CASE No 3: (3) Floor LOAD CASE No 4: (4) 1st unbalanced Regular • g ti� 0 ro LOAD CASE No 5: (5) 2nd unbalanced Regular E.N. USE ONLY Piot Plan Anachod W5 Floor Plan At2WuW Sent to B.D. Environmental Health Specialist Date 8/96 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance O 2-igR 3 7 - 6 70 -CC4- O r L ation AP# v Plan Approved for: Sewage Disposal -2?. Water Supply: Public Private Well ?� Clearance for zim" liftg. Other �✓-�✓r�'� arr�2 ___ Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 'f t NOTES7 RESIDENTIAL PERMIT NO. X047-670-064 _ _ 04-2231 DUGGAN, STEVE I i 4014 AUGUSTA LN; CHICO Cont: OWNER t c NEW PRI DET GARAGE 4 y r j i - SPECIAL CONDITIONS ' CHECKED BY �LL SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. r SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 1 'JOB FINALEDMe� .;, Signatur J=OK 0 = Not OK-' = . = NotReadyabte MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/0 -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test-Wrap;-/ /" L 'ft. / P Nat. or/ P' L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/0 to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DEQ*9, COVERS, CARPORTS, GARAGES (Plans) OK except #'s . Z ing Requirements -Setbacks -Easements I ootings; 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 ate POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms ate Card B-1 Date Card B-1 ate -Card B-1 Date Card B-1 r.• S r.• S J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test ' 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 68. 20. Shower Pan; Test, First Floor -Tub Access 69. 21. Test Tub & Shower, Second Floor -Tub Access 70. 22. Gas Pipe; Sixe & Anchors 71. 23. Fire Sprinkler; Test 72. Elec. Outlets at Wood Panel, Int. & Ext. Date Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance Card B-1 Date Card B-1 Date Elec. Outlets & Receptacles at Kit. Counter Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes ❑ No _ 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 87. Water Well, Disconnect, Electrical, Plumbing Date 88. Card B-1 Date Card B-1 Date 89. Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Glass Protection 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 93. 38. Condensate Drain & Overflow, Size & Grade 94. 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 95. 40. Attic Access & Platform if Furnace in Attic Date Fire Sprinkler Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Date 41. Sills Proper Materials & Anchors Comments at Final: 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes _ 83. Following Instld./Drive O Yes 0 No/Walks O Yes O No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 1�........... •4 V T/S//$ AO'O/T/oA/AL AS'4P OW" ---6 T SfiOWS AOD/T/O,t�yL /NFo R&RPOS6S O,t/LY/, 066*elfilAl6 eOy(�tC,/;r/og5 ,95 OF 7W46 R/"�IT/OA/ WH/CN /S ,�oIq /.VFORM9T/O.vAG A"AC<7- Tecolq,O 7-1;-e.49 /" 49T7S OF 4RPi VVAG A^/O /S .t/OT /.VTZeM.G1E.o To 7Z'rK/PES T. 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Avr4tily I�,qR,� ,pR/vE .UEP/CTS TiS/E Go CO.uvEcrivG h�/GiS/�iq CAT/O.1/ O.c' 7.�s�E F[ITL/jPE 9iPTEiQ/.9� /PG�90 ,Y 99 Gvirh/ /v/�,�s PHEASANT LAN,DIAV SUBD/VISION )�13-UNIT 2 PHASES A cj�:ieT'/O,c/ . crJF 7,4�5 S;�X/yiyE/� S'T � qc _SEC 32 T . /yI D M 154/7'T� y _V SLOPE VARIES X � N V" x `s X ` WOOD STAKES MAX. 4' SPACING ENTRENCHMENT DETAIL NOT TO SCALE FIBER ROLL 8" MIN. V ,r'�j' ,; J! _V ''��x; ' .--,;,� "='' III �► .y FIBER ROLLS �p`� r,�,.--'C�,• �'jscJj�J=1.�� � A-r,,,•rr.'!'r 1.r VERTICAL SPACING MEASURED ALONG THE FACE OF THE SLOPE •' •rr !_ VARIES BETWEEN 10 AND 20�s -!r-' y- !ry �y NOTE: INSTALL FIBER ROLL ALONG A LEVEL CONTOUR TYPICAL FIBER ROIL INSTALLATION INSTALL A FIBER ROLL NEAR NOT TO SCALE ' SLOPE WHERE IT TRANSITIONS INTO A STEEPER SLOPE. IF FIBER ROLLS ARE REMOVED, COLLECT AND DISPOSE OF SEDIMENT ACCUMULATION, AND FILL AND COMPACT HOLES, TRENCHES, DEPRESSIONS OR ANY OTHER GROUND DISTURBANCE TO BLEND WITH ADJACENT GROUND. INSPECTION AND MAINTENANCE . INSPECT BMP'S PRIOR TO FORECAST RAIN, DAILY DURING EXTENDED RAIN EVENTS, AFTER RAIN EVENTS, WEEKLY DURING THE RAINY SEASON, AND AT TWO-WEEK INTERVALS DURING THE NON -RAINY SEASON. • REPAIR OR REPLACE SPLIT, TORN, UNRAVELING, OR SLUMPING FIBER ROLLS. . IF THE FIBER ROLL IS USED AS A SEDIMENT CAPTURE DEVICE, OR AS AN EROSION CONTROL DEVICE TO MAINTAIN SHEET FLOWS, SEDIMENT THAT ACCUMULATES IN THE BMP MUST BE PERIODICALLY REMOVED IN ORDER TO MAINTAIN BMP EFFECTIVENESS. SEDIMENT SHOULD BE REMOVED WHEN SEDIMENT ACCUMULATION REACHES ONE-HALF THE DESIGNATED SEDIMENT STORAGE DEPTH, USUALLY ONE-HALF THE DISTANCE BETWEEN THE TOP OF THE FIBER ROLL AND THE ADJACENT GROUND SURFACE. SEDIMENIT REMOVED DURING MAINTENANCE MAY BE INCORPORATED INTO EARTHWORK ON THE SITE OF DISPOSED AT AN APPROPRIATE LOCATION. ° IF FIBER ROLLS ARE USED FOR EROSION CONTROL, SUCH AS MINI CHECK DAM, SEDIMENT REMOVAL SHOULD NOT BE REQUIRED AS LONG AS THE SYSTEM CONINTUES TO CONTROL THE GRADE. SEDIMENT CONTROL BMPS WILL LIKELY BE REQUIRED IN CONJUNCTION WITH THIS TYPE OF APPLICATION. UWSTA NE 5210' � SeY R °.r` i / / r I I 46' DRAINAGE / EASEMENT FUTURE LEACH FIELD' ECIT. IAI (E) POOL 0:-) 4 S/K p Io \ 1200 GA I _ (E1 L. sEPTIc i i TANK i \ 1 I 1 I ( ELECT STUB 5HOP •� � (E) LEACH I^lELD 00' LAN PER WTTE G.O. m STD. I t f 5G t�F 1 ORI 0�1 (w .Qa OGRES `I 1 51TE PLAN 4 1i Revisions: �•lh-o� �p�Orvr� too 461 ate: 6/28/04 Drawn: AP Job no.: 04-0012 Sheet: of...3 I . In addition to framing operations normal to the fabrication 1. All work on this project shall conform to the 1997Ceditionsthe and erection indicatedon the Drawings, install wood blocking UBC _UMC & UPC and the 1996 edition o€ the NEher and backing required for the work of other trades. applicable county andjor citycodes and ordinance2• Structural framing shall be douglas fir of the grades 2. Allinterior walls to be 2 x 4 studs at 16" o.c. indicated or better (WWPA grading rules): 3. Finishgrade' and finish floor. elevations to be field set. Drainage 2 x joists and rafters N0. 2 around all structures is to be away from buildings at 1/4" per foot Posts & beams NO. 1 .slope for minimum 41. Swale as required. Studs N0. 2 Sills & plates No. 2 HF NOTs Sills on concrete PTHF Misc. framing not noted NO. 2 1. -All.exterior doors and windows shall be weatherstripped. Optional 3• Wood sills bearing concrete shall be bolted with anchor bolts „ 2. All joints and penetrations in exterior walls, floors, and ceilings as noted oh . foundationplan, bolts shall be within 12" of end shall be caulked and sealed. of each piece. Each sill shall receive at least two bolts. Each bolt to receive a 2" x 211 x 3/1611 sq, steel washer. This GLAZSNG 1�INDOW NOTES information will govern unless more stringent criteria is indicated on plans. I. Doors, windows, and shower doors within hazardous areas to be 4. Bolt holes in wood or steel shall be 1116" larger than bolts. impact resistant glass. 5. All nuts shall be tightened when placed and re -tightened prior 2. All glass less than 1811 above adjacent walking surfaces or within to application of finish or at completion of job. 2411 radius of door jambs in closed position shall be fully 6. Framing hardware shall be Simpson STRONG -TIE or approved tempered. equal, with connectors as specified in Catalog NO. C-2003. Install connectors with nails and/or bolts as indicated in the D00_R Aim_ _H ED R8 NOTES catalog. -N- 7. Wall tap plates shall have joints at a stud centerline. I. All: exterior and interior door hardware to be as selected by owner. Exterior and interior hardware finish to be as selected by owner. >I30gAC�UR.SD ix�IISSES Rey all exterior doors alike. 2. Provide 1 1/2 pair butts per door. 1. Submit pians and calculations to Architect and Building 3. Each door to be provided w/ door stop. Department prior to installation. 2. Truss details and calculations for roof trusses shall - be I STS prepared and signed by a California Registered Civil Engineer substantiating adequacy of trusses to support dead plus live 1. Fire -stopping shall be provided to cut off all concealed draft loads. openings (both vertical and horizontal) and shall form a barrier between a top story and roof space, and in the following specific locations: A. in exterior or interior stud walls, at ceilings. 1. Materials, manufacture and quality control of glued -laminated B.' In all stud walls and partitions, including furred spaces, so beams shall be in accordance with ANSI/RITC A190.1. placed that the maximum dimension and any concealed space is Fabrication shall be in an approved fabricators shop. not over 10 feet. 2. Laminating combinations shall meet the requirements of C. Any other locations not specifically mentioned above, such as ANSI/AITC�A190.1, and shall provide the design values equal to . hales .for p�.pes,_ shafting, behind furring strips and similar �.ng the values noted in table 23 -I -C-1, 1997 Uniform or exceeding places which could afford a passage for Flames. Code for the appropriate combination noted on the 2. Penetrations of rated assemblies shall be fire -stopped. Fire plans. Unless otherwise noted, beams used for this project stopping shall be an approved material as prescribed by the State shall be 241'•-V4, DF/DF. Fire Marshall. 4 3. Glued -Laminated members shall bear a Quality Mark and a Certificate of Conformance must be provided. to indicate 1CAL NOTS8 conformance with ANSI/RITC A190.1. This Certificate of Conformance shall be submitted to the field inspector prior to I. All outlets in exterior, and garage locations to have G.F.I. completion of the framing inspection. devices. 4. Glued -Laminated members used in exterior applications and not 2. Provide minimum 100 amp electrical service. protected rom moisture shall be Alaska Mellow Cedar. Combination: 20F -V12 AC/AC, Fb-2000 psi, MOE=1, 500, 000 psi, ft (perp) =560 psi.. VItNTIX!4-Ti T BOOO.SLv HM V 1. Provide attic ventilation at areas with attic. Venting to be 1. GENERAL PROVISIONS at a -ratio of 1:300. At least SOV of the required vent area A. Identification requirements - each panel shall be shall be provided by attic vents located at least 3 ft. above identified with the appropriate trademark of the American the eave vents with the balance of the required ventilation Plywood Association, and shall meet the requirements. of provided by the eave vents. the latest edition of U.S. Product Standard PS -1 or one LOADS of APA$s Performance Standards. -_ B. Panel thickness, grade and Group number or span -rating Seismic................................Zone 3 shall be at least equal to that shown on the drawings. Application shall be in accordance with recommendations Wind...................................75 MPH Floor Live LoadPSF of the American Plywood Association. Roof ........................n/a Live LoadPSF C. Nails at plywood panels shall have 3/8" edge distance and .........................16 nail heads shall not penetrate face ply. D. Plywood panels shall butt at centerline of single N supporting member with edge nailing from each panel into that member. 1. Concrete shall have a minimum compressive strength at 28 days E. No piece of plywood, floor, or wall sheathing shall be and a maximum slump of: less than 12" in least dimension. Strength....2500 psi Slump* *411 2. ROOF SHEATHING 2. Construction joints shall be prepared to expose clean, solidly A. Panel roof sheathing shall be APA RATED SHEATHING EXP Is embedded aggregate over the entire joint interface. size & nailing as per drawings." Install with the long 3. Placement of pipes, conduits, or other embedded items in the dimension of the panel across supports, except where concrete shall be in accordance with these Drawings. noted, and with panel continuous over two or more spans. 4. Contraction joints in slabs, shall be so placed that the Allow 1/8" spacing at panel ends, and 1/4" spacing at maximum dimension and area of any section do not exceed 30- panel edges. feet and 600 square feet, respectively. 3. SHEARWALLS 5. Structural steel shapes, tubes and pipes embedded in concrete A. Panel wall sheathing shall be APA RATED SHEATHING EXP 1, shall have a minimum of 3" concrete cover. _ size & nailing per drawings. Allow 1/8" spacing at all 6. Bottoms of all footings shall rest on firm, undisturbed soil. panel end and edge joints. Minimum depth is noted on Drawings. 1L Except as noted an the Drawings, nailing shall be as specified: 1. Reinforcing steel to conform to ASTM A615 and be intermediate grade -deformed bars - type N, grade 40. Joist to sill or girder, toenail ..........................3-8d 2. Unless noted, reinforcement bars to be lapped minimum 40 bar Bridging to joist, toenail each end.......................2-8d diameters, 1" x 6" subfloor or less to each joist, face nail ......... 2-8d 3. Bends :in reinforcement shall be in accordance with ACI 31.8-89. Wider than 1" x 6" subfloor to each joist, face nail ...... 3-8d 4. All dimensions shown for locations of reinforcing steel are to 2" subfloor to joist or girder, blind and face nail ...... 2-16d face of bar and denote clear coverage. Unless specifically Sole plate to joist or blocking, noted otherwise, concrete coverage shall be 3" where concrete typical face nailat 2.6"o. c. is placed directly against earth, and 211 where concrete is ................................16d Sole plateL to joist or blocking, exposed to earth but is against forms. Slabs on grade shall at braced wall panels............................3-16d per 16" have reinforcing at mid -depth unless otherwise noted. Top plate to stud, end nail..............................2-16d S. Splices in continuous reinforcing shall have a lap of 40 bar Stud to sole plate ............ 4-8d,toenail, or 2-16d, end nail diameters minimum in concrete construction except where shown Double studs, face nail .........................16d at 24"o.c. otherwise. Horizontal laps in adjacent bars shall be staggered Doubled top plates, typical face nail ........... 16d at 16"o.c. 5'-0" minimum. Vertical bars shall be one piece full -height. Double top plates, lap splice............................8-16d Blocking between joists or rafters to top plate, toenail...........** 1. Install holdowns per manufacturer s specifications. Unless Rim joist to top plate, toenail..................8d at 6" O.C.- Top plates, laps and intersections, face nail ............ 2-16d noted otherwise, holdowns shown adjacent to a window or a door Continuous header, shall be attached to the kingstuds. two pieces.....................16d at 16" o.c. along each edge 2. Provide continuous edge -nailing through plywood to studs which Ceiling joists to plate, toenail ..........................3-8d have a holdown. Continuous header to stud, toenail .... ....................4-8d Ceiling joists, lap over partitions, face nail ........... 3-16d Ceiling joists to parallel rafters, face nail ............ 3-16d Rafter to plate, toenail.. ................................3-8d 4 1" brace to each stud and plate, face nail................2-8d 1" x 8" sheathing or less to each bearing, face nail ...... 2�-8d Wider than 1" x 8" sheathing to each bearing, face nail.................................................3-8d Built-up corner studs ............................16d at 24"o.c. Built-up girder and beams ...... ......20d at 329o.c. at top and bottom and staggered......... 2-20d at ends and at each splice 2" planks................................2-16d at each bearing y _V SLOPE VARIES X � N V" x `s X ` WOOD STAKES MAX. 4' SPACING ENTRENCHMENT DETAIL NOT TO SCALE FIBER ROLL 8" MIN. V ,r'�j' ,; J! _V ''��x; ' .--,;,� "='' III �► .y FIBER ROLLS �p`� r,�,.--'C�,• �'jscJj�J=1.�� � A-r,,,•rr.'!'r 1.r VERTICAL SPACING MEASURED ALONG THE FACE OF THE SLOPE •' •rr !_ VARIES BETWEEN 10 AND 20�s -!r-' y- !ry �y NOTE: INSTALL FIBER ROLL ALONG A LEVEL CONTOUR TYPICAL FIBER ROIL INSTALLATION INSTALL A FIBER ROLL NEAR NOT TO SCALE ' SLOPE WHERE IT TRANSITIONS INTO A STEEPER SLOPE. IF FIBER ROLLS ARE REMOVED, COLLECT AND DISPOSE OF SEDIMENT ACCUMULATION, AND FILL AND COMPACT HOLES, TRENCHES, DEPRESSIONS OR ANY OTHER GROUND DISTURBANCE TO BLEND WITH ADJACENT GROUND. INSPECTION AND MAINTENANCE . INSPECT BMP'S PRIOR TO FORECAST RAIN, DAILY DURING EXTENDED RAIN EVENTS, AFTER RAIN EVENTS, WEEKLY DURING THE RAINY SEASON, AND AT TWO-WEEK INTERVALS DURING THE NON -RAINY SEASON. • REPAIR OR REPLACE SPLIT, TORN, UNRAVELING, OR SLUMPING FIBER ROLLS. . IF THE FIBER ROLL IS USED AS A SEDIMENT CAPTURE DEVICE, OR AS AN EROSION CONTROL DEVICE TO MAINTAIN SHEET FLOWS, SEDIMENT THAT ACCUMULATES IN THE BMP MUST BE PERIODICALLY REMOVED IN ORDER TO MAINTAIN BMP EFFECTIVENESS. SEDIMENT SHOULD BE REMOVED WHEN SEDIMENT ACCUMULATION REACHES ONE-HALF THE DESIGNATED SEDIMENT STORAGE DEPTH, USUALLY ONE-HALF THE DISTANCE BETWEEN THE TOP OF THE FIBER ROLL AND THE ADJACENT GROUND SURFACE. SEDIMENIT REMOVED DURING MAINTENANCE MAY BE INCORPORATED INTO EARTHWORK ON THE SITE OF DISPOSED AT AN APPROPRIATE LOCATION. ° IF FIBER ROLLS ARE USED FOR EROSION CONTROL, SUCH AS MINI CHECK DAM, SEDIMENT REMOVAL SHOULD NOT BE REQUIRED AS LONG AS THE SYSTEM CONINTUES TO CONTROL THE GRADE. SEDIMENT CONTROL BMPS WILL LIKELY BE REQUIRED IN CONJUNCTION WITH THIS TYPE OF APPLICATION. UWSTA NE 5210' � SeY R °.r` i / / r I I 46' DRAINAGE / EASEMENT FUTURE LEACH FIELD' ECIT. IAI (E) POOL 0:-) 4 S/K p Io \ 1200 GA I _ (E1 L. sEPTIc i i TANK i \ 1 I 1 I ( ELECT STUB 5HOP •� � (E) LEACH I^lELD 00' LAN PER WTTE G.O. m STD. I t f 5G t�F 1 ORI 0�1 (w .Qa OGRES `I 1 51TE PLAN 4 1i Revisions: �•lh-o� �p�Orvr� too 461 ate: 6/28/04 Drawn: AP Job no.: 04-0012 Sheet: of...3 G>'T2At NC3'_[�3S 1. All work on this project shall conform to the 1997Ceditionsof theUBC UMC & UPC and the 1996 edition of the NEotherapplicable county and/or city4codes and ordinanceG, 2. All:interior walls to be 2 x 4 studs at 161' o.c. 3. Finish grade and finish floor. elevations to be field set. Drainage around all structures is to be away from buildings at 1/411 per foot .slope for minimum 41. Swale as required. �GY rTaTBs 1. All exterior doors and windows shall be weatherstripped. Optional 2. All joints and penetrations in exterior walls, floors, and ceilings shall be caulked and sealed. BLAZING i,31MDQW NOTES 1. Doors, windows, and shower doors within hazardous areas to be impact resistant glass. 2. All glass less than 181' above adjacent walking surfaces or within 2411 radius of door jambs in closed position shall be fully tempered. POR. AND HARDWARE NOTES 1. All' exterior and interior door hardware to be as selected by owner . Exterior and interior hardware finish to be as selected by owner. Rey all exterior doors alike. 2. Provide 1 1/2 pair butts per door. 3. Each door to be provided w/ door stop. EIRE STOP NQTSS 1. Fire -stopping shall be provided to cut off all concealed draft openings (both vertical and horizontal) and shall form a barrier between a top story and roof space, and in the following specific locations: A, in exterior or interior stud walls, at ceilings. B.- in all stud walls and partitions, including furred spaces, so placed that the maximum dimension and any concealed space is not over 10 feet. C. Any other locations not specifically mentioned above, such as holes .for pipes, shafting, behind furring strips and similar places which could afford a passage for flames. 2. Penetrations of rated assemblies shall be fire -stopped. Fire stopping shall be an approved material as prescribed by the State Fare Marshall. m rCAL NOTS_ra 1. All outlets in exterior, and garage locations to have G.F.I. devices. 2. Provide minimum 100 amp electrical service. VENTIMM y 1. Provide attic ventilation at areas with attic. Venting to be at a-ratioof 1:300. At least 50%- of the required vent area shall be provided by attic vents located at least 3 ft. above the eave vents with the balance of the required ventilation provided by the eave vents. . ��IC�T LOADS . Seismic................................Zone 3 Wind...................................75 MPH Floor Live'Load ........................n/a PSF Roof Live Load.........................16 PSF 1. Concrete shall have a minimum compressive strength at 28 days and a maximum slump of: Strength.... 2500 psi Slump........411 2. Construction joints shall be prepared to expose clean, solidly embedded -aggregate over the entire joint interface. 3. Placement of pipes, conduits, or other embedded items in the concrete shall be in accordance with these Drawings. 4. Contraction joints in slabs, shall be so placed that the maximum dimension and area of any section do not exceed 30 - feet and 600 square feet, respectively. 5. Structural steel shapes, tubes and pipes embedded in concrete shall have a minimum of 3" concrete cover. 6. Bottoms of all footings shall rest on firm, undisturbed soil. Minimum depth is noted on Drawings. �,SIi�ORC?� .STEEL• 1. Reinforcing steel to conform to ASTM A615 and be intermediate grade -deformed bars - type N, grade 40.. 2. Unless noted, reinforcement bars to be lapped minimum 40 bar diameters. 3. Bends :in reinforcement shall be in accordance with ACI 318-89. 4. All dimensions shown for locations of reinforcing steel are to face of bar and denote clear coverage. Unless specifically noted otherwise, concrete coverage shall be 3" where concrete is placed directly against earth, and 211 where concrete is exposed to earth but is against forms. Slabs on grade shall have reinforcing at mid -depth unless otherwise noted. 5. Splices in continuous reinforcing shall have a lap of 40 bar diameters minimum in concrete construction except where shown otherwise. Horizontal laps in adjacent bars shall be staggered 5'-0" minimum. Vertical bars shall be one piece full -height. 1. Install holdowns per manufacturer's specifications. Unless noted otherwise, holdowns shown adjacent to a window or a door shall -be attached to the kingstuds. 2. Provide continuous edge -nailing through plywood to studs which have a holdown. 4 . 1. In addition to framing operations normal, to the fabrication and erection indicated on the Drawings, install wood. blocking and backing required for the work of other trades. 2. Structural framing shall be douglas fir of the grades indicated or better (WWPA grading rules): 2 x joists and rafters NO. 2 Posts & beams NO. 1 Studs NO. 2 Sills & plates No. 2 HF Sills on concrete PTHF Misc. framing not noted NO. 2 3. Wood sills bearing concrete shall be bolted with anchor bolts as noted on foundation plan, bolts shall be within 12" of end of each piece. Each sill shall receive at least two bolts. Each bolt to receive a 2" x 2" x 3/16" sq. steel washer. This information will govern unless more stringent criteria is indicated on plans. 4. Bolt holes in wood or steel shall be 1/16" larger than bolts. 5. All nuts shall be tightened when placed and re -tightened prior to application of finish or at completion of job. 6. Framing hardware shall be Simpson STRONG -TIE or approved equal, with connectors as specified in Catalog NO.0-2003. Install connectors with nails and/or bolts as indicated in the catalog. 7. Wali top plates shall have joints at a stud centerline. OFAI2ED TRiiSSBS 1. Submit plans and calculations. to Architect and Building Department prior to installation. 2. Truss details and calculations for roof trusses shall - be prepared and signed by a California Registered Civil Engineer substantiating adequacy of trusses to support dead plus live loads. 1. Materials, manufacture and quality control of glued -laminated beams shall be in accordance with ANSI/RITC A190.1. Fabrication shall be in an approved fabricators shop. 2. Laminating combinations shall meet the requirements of ANSI/AITC A190.1, and shall provide the design values equal to. or exceeding the values noted in table 33 -I -C-11 1997 Uniform Building Code for the appropriate combination noted on the plans. Unless otherwise noted, beams used for this project shall be 24F -V41 DF/DF. 3. Glued -Laminated members shall bear a Quality Mark and a Certificate of Conformance must be provided to indicate conformance with ANSI/AITC A190.1. This Certificate of Conformance shall be submitted to the field inspector prior to completion of the framing inspection. 4. Glued -Laminated members used in exterior applications and not protected rom moisture shall be Alaska Yellow Cedar. Combination: 20F -V12 AC/AC, Fb=2000 psi, MOR=1, 500, 000 psi, fc (perp)=560 psi. PLYWOOD NUTBS 1. GENERAL PROVISIONS A. Identification requirements - each panel shall be identified with the appropriate trademark of the American Plywood Association, and shall meet the requirements of the latest edition of U.S. Product Standard PS -I or one of APA's Performance Standards. B. Panel thickness, grade and Group number or span -rating shall be at least equal to that shown on the drawings. Application shall be in accordance with recommendations of the American Plywood Association. C. Nails at plywood panels shall have 3/8" edge distance and nail heads shall not penetrate face ply. D. Plywood panels shall butt at centerline of single .supporting member with edge nailing from each panel into that member. E. No piece of plywood, floor, or wall sheathing shall be less than 1211 in least dimension. 2. ROOF SMTHING A. Panel roof sheathing shall be APA RATED SHEATHING EXP It size & nailing as per drawings.' install with the long dimension of the panel across supports, except where noted, and with panel continuous over two or more spans. Allow 1/811 spacing at panel ends, and 1/4" spacing at panel edges. 3. SHEARWALLS A. Panel wall sheathing shall be APA RATED SHEATHING EXP 1, size & nailing per drawings. Allow 1/8" spacing at all panel end and edge joints. 2L Except as noted on the Drawings, nailing shall be as specified: Soist to sill or girder, toenail ..........................3-8d Bridging to joist, toenail each end.......................2-8d 1" x 611 subfloor or less to each joist, face nail.... , *42-8d Wider than 1" x 6" subfloor to each joist, face nail ...... 3-8d 2" subfloor to joist or girder, blind and face nail ...... 2-16d Sole plate to joist or blocking, typical face nail................................16d at 16"o.c. Sole plate to joist or blacking, at braced wall panels............................3-16d per 16" Top plate to stud, end nail .................. ............2-16d Stud to sole plate ...... ......4-8d,toenail,. or 2-16d, end nail Double studs, face nail.........................16d at 240o.c. Doubled top plates, typical face nail ........... 16d at 16"o.c. Double top plates, lap splice............................8-16d Blocking between joists or rafters to top plate, toenail ............................... 000 , 3-8d nim joist to top plate, toenail..................8d at 6" o.c. Top plates, laps and intersections, face nail. ...........2-16d Continuous header, two pieces.....................16d at 161t o. c. along each edge Ceiling joists to plate, toenail ..........................3-8d Continuous header to stud, toenail ........................ 4-8d Ceiling joists, lap over partitions, face nail ........... 3-16d Ceiling joists to parallel rafters, face nail ............ 3-16d Rafter to plate, toenail..................................3-8d I" brace to each stud and plate, face nail ................ 2-8d 1" x 811 sheathing or less to each bearing, face nail ...... 2-8d Wider than 1" x 8" sheathing to each bearing, face nail.................................................3-8d Built-up corner studs ............................16d at 24"o.c. Built-up girder and beams ...... ......20d at 329o.e. at top and bottom and staggered......... 2-20d at ends and at each splice 21' planks................................2-16d at each bearing TYPICAL FIBER ROLL. INSTALLATION �\-�-INSTALL A FIBER ROLL NEAR NOT TO SCALE NIN. SLOPE WHERE IT TRANSITIONS INTO A STEEPER SLOPE. IF FIBER ROLLS ARE REMOVED, COLLECT AND DISPOSE OF SEDIMENT ACCUMULATION, AND FILL AND COMPACT HOLES, TRENCHES, DEPRESSIONS OR ANY OTHER GROUND DISTURBANCE TO BLEND WITH ADJACENT GROUND. INSPECTION AND MAINTENANCE . INSPECT BMP'S PRIOR TO FORECAST RAIN. DAILY DURING EXTENDED RAIN EVENTS, AFTER RAIN EVENTS, WEEKLY DURING THE RAINY SEASON, AND AT TWO-WEEK INTERVALS DURING THE NON -RAINY SEASON. o REPAIR OR REPLACE SPLIT, TORN, UNRAVELING. OR SLUMPING FIBER ROLLS. a IF THE FIBER ROLL IS USED AS A SEDIMENT CAPTURE DEVICE. OR AS AN EROSION CONTROL DEVICE TO MAINTAIN SHEET FLOWS, SEDIMENT THAT ACCUMULATES IN THE BMP MUST BE PERIODICALLY REMOVED IN ORDER TO MAINTAIN BMP EFFECTIVENESS. SEDIMENT SHOULD BE REMOVED WHEN SEDIMENT ACCUMULATION REACHES ONE-HALF THE DESIGNATED SEDIMENT STORAGE DEPTH. USUALLY ONE-HALF THE DISTANCE BETWEEN THE TOP OF THE FIBER ROLL AND THE ADJACENT GROUND SURFACE. SEDIMENT REMOVED DURING MAINTENANCE MAY BE INCORPORATED INTO EARTHWORK ON THE SITE OF DISPOSED AT AN APPROPRIATE LOCATION. • IF FIBER ROLLS ARE USED FOR EROSION CONTROL, SUCH AS MINI CHECK DAM, SEDIMIENT REMOVAL SHOULD NOT BE REQUIRED AS LONG AS THE SYSTEM CONINTUES TO CONTROL THE GRADE. SEDIMENT CONTROL BMPS WILL LIKELY BE REQUIRED IN CONAINCTION WITH THIS TYPE OF APPLICATION. e (E) ELECT 52 "t0' ao 50' R AWU5TA LANE t WELL / r 46' DRAINAGE / EASEMENT PUTLIRE LEACH FIELD 1AI ECT. (E) POOL ' 4 5t � i�51D�h1G� o �m \ _ (8)1200 GAL. SEPTIC TANK . I I tEI ELECT STUB j 1 1=0 (h) SHOP ' I (E) LEACH FIELD 100' LEACH PER BUTTE G.D. 1 SL PIP �.._."" (E) ORI pp���� t�'V Aq ACRES X36� a I .9j1 lI I t -4k 01r.wmf;N%j rs '-AN Com' ..vr Revisions: 4V 4 4 FIBER ROLL NOTE: SLOPE INSTALL FIBER ROLL 8' MIN. ALONG A LEVEL CONTOUR VARIES = g .tea 0 O t���.gloY X X, FIBER ROLLS �p q M r V its- y VERTICAL SPACING y d 0 MEASURED ALONG THE -f;;;,•-' I� x WOOD VARIES BETWEEN 10' AND 20' STAKES y V MAX. 4' SPACING ENTRENCHMENT DETAIL "-� NOT TO SCALE TYPICAL FIBER ROLL. INSTALLATION �\-�-INSTALL A FIBER ROLL NEAR NOT TO SCALE NIN. SLOPE WHERE IT TRANSITIONS INTO A STEEPER SLOPE. IF FIBER ROLLS ARE REMOVED, COLLECT AND DISPOSE OF SEDIMENT ACCUMULATION, AND FILL AND COMPACT HOLES, TRENCHES, DEPRESSIONS OR ANY OTHER GROUND DISTURBANCE TO BLEND WITH ADJACENT GROUND. INSPECTION AND MAINTENANCE . INSPECT BMP'S PRIOR TO FORECAST RAIN. DAILY DURING EXTENDED RAIN EVENTS, AFTER RAIN EVENTS, WEEKLY DURING THE RAINY SEASON, AND AT TWO-WEEK INTERVALS DURING THE NON -RAINY SEASON. o REPAIR OR REPLACE SPLIT, TORN, UNRAVELING. OR SLUMPING FIBER ROLLS. a IF THE FIBER ROLL IS USED AS A SEDIMENT CAPTURE DEVICE. OR AS AN EROSION CONTROL DEVICE TO MAINTAIN SHEET FLOWS, SEDIMENT THAT ACCUMULATES IN THE BMP MUST BE PERIODICALLY REMOVED IN ORDER TO MAINTAIN BMP EFFECTIVENESS. SEDIMENT SHOULD BE REMOVED WHEN SEDIMENT ACCUMULATION REACHES ONE-HALF THE DESIGNATED SEDIMENT STORAGE DEPTH. USUALLY ONE-HALF THE DISTANCE BETWEEN THE TOP OF THE FIBER ROLL AND THE ADJACENT GROUND SURFACE. SEDIMENT REMOVED DURING MAINTENANCE MAY BE INCORPORATED INTO EARTHWORK ON THE SITE OF DISPOSED AT AN APPROPRIATE LOCATION. • IF FIBER ROLLS ARE USED FOR EROSION CONTROL, SUCH AS MINI CHECK DAM, SEDIMIENT REMOVAL SHOULD NOT BE REQUIRED AS LONG AS THE SYSTEM CONINTUES TO CONTROL THE GRADE. SEDIMENT CONTROL BMPS WILL LIKELY BE REQUIRED IN CONAINCTION WITH THIS TYPE OF APPLICATION. e (E) ELECT 52 "t0' ao 50' R AWU5TA LANE t WELL / r 46' DRAINAGE / EASEMENT PUTLIRE LEACH FIELD 1AI ECT. (E) POOL ' 4 5t � i�51D�h1G� o �m \ _ (8)1200 GAL. SEPTIC TANK . I I tEI ELECT STUB j 1 1=0 (h) SHOP ' I (E) LEACH FIELD 100' LEACH PER BUTTE G.D. 1 SL PIP �.._."" (E) ORI pp���� t�'V Aq ACRES X36� a I .9j1 lI I t -4k 01r.wmf;N%j rs '-AN Com' ..vr Revisions: 4V 4 4 NOTE: to OD INSTALL FIBER ROLL _V ALONG A LEVEL CONTOUR o c*a 0 to 01 = g .tea 0 O t���.gloY y FIBER ROLLS �p q M r V its- y VERTICAL SPACING y d 0 MEASURED ALONG THE -f;;;,•-' I� FACE OF THE SLOPE V VARIES BETWEEN 10' AND 20' y TYPICAL FIBER ROLL. INSTALLATION �\-�-INSTALL A FIBER ROLL NEAR NOT TO SCALE NIN. SLOPE WHERE IT TRANSITIONS INTO A STEEPER SLOPE. IF FIBER ROLLS ARE REMOVED, COLLECT AND DISPOSE OF SEDIMENT ACCUMULATION, AND FILL AND COMPACT HOLES, TRENCHES, DEPRESSIONS OR ANY OTHER GROUND DISTURBANCE TO BLEND WITH ADJACENT GROUND. INSPECTION AND MAINTENANCE . INSPECT BMP'S PRIOR TO FORECAST RAIN. DAILY DURING EXTENDED RAIN EVENTS, AFTER RAIN EVENTS, WEEKLY DURING THE RAINY SEASON, AND AT TWO-WEEK INTERVALS DURING THE NON -RAINY SEASON. o REPAIR OR REPLACE SPLIT, TORN, UNRAVELING. OR SLUMPING FIBER ROLLS. a IF THE FIBER ROLL IS USED AS A SEDIMENT CAPTURE DEVICE. OR AS AN EROSION CONTROL DEVICE TO MAINTAIN SHEET FLOWS, SEDIMENT THAT ACCUMULATES IN THE BMP MUST BE PERIODICALLY REMOVED IN ORDER TO MAINTAIN BMP EFFECTIVENESS. SEDIMENT SHOULD BE REMOVED WHEN SEDIMENT ACCUMULATION REACHES ONE-HALF THE DESIGNATED SEDIMENT STORAGE DEPTH. USUALLY ONE-HALF THE DISTANCE BETWEEN THE TOP OF THE FIBER ROLL AND THE ADJACENT GROUND SURFACE. SEDIMENT REMOVED DURING MAINTENANCE MAY BE INCORPORATED INTO EARTHWORK ON THE SITE OF DISPOSED AT AN APPROPRIATE LOCATION. • IF FIBER ROLLS ARE USED FOR EROSION CONTROL, SUCH AS MINI CHECK DAM, SEDIMIENT REMOVAL SHOULD NOT BE REQUIRED AS LONG AS THE SYSTEM CONINTUES TO CONTROL THE GRADE. SEDIMENT CONTROL BMPS WILL LIKELY BE REQUIRED IN CONAINCTION WITH THIS TYPE OF APPLICATION. e (E) ELECT 52 "t0' ao 50' R AWU5TA LANE t WELL / r 46' DRAINAGE / EASEMENT PUTLIRE LEACH FIELD 1AI ECT. (E) POOL ' 4 5t � i�51D�h1G� o �m \ _ (8)1200 GAL. SEPTIC TANK . I I tEI ELECT STUB j 1 1=0 (h) SHOP ' I (E) LEACH FIELD 100' LEACH PER BUTTE G.D. 1 SL PIP �.._."" (E) ORI pp���� t�'V Aq ACRES X36� a I .9j1 lI I t -4k 01r.wmf;N%j rs '-AN Com' ..vr Revisions: 4V 4 4 NOTE: to OD INSTALL FIBER ROLL Cn C ALONG A LEVEL CONTOUR o c*a 0 to 01 = g TYPICAL FIBER ROLL. INSTALLATION �\-�-INSTALL A FIBER ROLL NEAR NOT TO SCALE NIN. SLOPE WHERE IT TRANSITIONS INTO A STEEPER SLOPE. IF FIBER ROLLS ARE REMOVED, COLLECT AND DISPOSE OF SEDIMENT ACCUMULATION, AND FILL AND COMPACT HOLES, TRENCHES, DEPRESSIONS OR ANY OTHER GROUND DISTURBANCE TO BLEND WITH ADJACENT GROUND. INSPECTION AND MAINTENANCE . INSPECT BMP'S PRIOR TO FORECAST RAIN. DAILY DURING EXTENDED RAIN EVENTS, AFTER RAIN EVENTS, WEEKLY DURING THE RAINY SEASON, AND AT TWO-WEEK INTERVALS DURING THE NON -RAINY SEASON. o REPAIR OR REPLACE SPLIT, TORN, UNRAVELING. OR SLUMPING FIBER ROLLS. a IF THE FIBER ROLL IS USED AS A SEDIMENT CAPTURE DEVICE. OR AS AN EROSION CONTROL DEVICE TO MAINTAIN SHEET FLOWS, SEDIMENT THAT ACCUMULATES IN THE BMP MUST BE PERIODICALLY REMOVED IN ORDER TO MAINTAIN BMP EFFECTIVENESS. SEDIMENT SHOULD BE REMOVED WHEN SEDIMENT ACCUMULATION REACHES ONE-HALF THE DESIGNATED SEDIMENT STORAGE DEPTH. USUALLY ONE-HALF THE DISTANCE BETWEEN THE TOP OF THE FIBER ROLL AND THE ADJACENT GROUND SURFACE. SEDIMENT REMOVED DURING MAINTENANCE MAY BE INCORPORATED INTO EARTHWORK ON THE SITE OF DISPOSED AT AN APPROPRIATE LOCATION. • IF FIBER ROLLS ARE USED FOR EROSION CONTROL, SUCH AS MINI CHECK DAM, SEDIMIENT REMOVAL SHOULD NOT BE REQUIRED AS LONG AS THE SYSTEM CONINTUES TO CONTROL THE GRADE. SEDIMENT CONTROL BMPS WILL LIKELY BE REQUIRED IN CONAINCTION WITH THIS TYPE OF APPLICATION. e (E) ELECT 52 "t0' ao 50' R AWU5TA LANE t WELL / r 46' DRAINAGE / EASEMENT PUTLIRE LEACH FIELD 1AI ECT. (E) POOL ' 4 5t � i�51D�h1G� o �m \ _ (8)1200 GAL. SEPTIC TANK . I I tEI ELECT STUB j 1 1=0 (h) SHOP ' I (E) LEACH FIELD 100' LEACH PER BUTTE G.D. 1 SL PIP �.._."" (E) ORI pp���� t�'V Aq ACRES X36� a I .9j1 lI I t -4k 01r.wmf;N%j rs '-AN Com' ..vr Revisions: 4V 4 Date: 6/28/04 Drawn: AP Job no.: 04-001`2 Sheet: of. , m oto 9 W to OD �k N . 1 R Cn C H o c*a 0 to 01 = g .tea 0 O t���.gloY a q M r V its- Vr d 0 0 m I� Date: 6/28/04 Drawn: AP Job no.: 04-001`2 Sheet: of. , G�s�o ARcy�r A kiyFc� �k N . 1 R s�9� OF CA1. t���.gloY N its- Vr V V W 0 � � Ul � a Date: 6/28/04 Drawn: AP Job no.: 04-001`2 Sheet: of. , �' a ��-�.. ~� G$NSiZ�►� EMS 1. All work on this project shall conform to the 1997 editions of the UBC, UMC & UPC and the 1996 edition of the NBC and any other applicable county and/or city codes and ordinances. 2. Written dimensions are to be used, do not scale drawings. 3 Specific information on the drawing differing from these notes shall apply. 4. The contractor shall verify site conditions and their correlations with the drawings. S. In the event certain features of the construction are not fully shown on the drawings or called for in the notes, then their construction shall be of the same character as for similar conditions that are shown or called for and shall be approved by the architect. 6. The drawings represent the finished structure. Unless otherwise indicated, they do not indicate the method of construction. 7. All interior walls to be 2 x 4 studs at 16" o.c. U.O.N. Exterior walls to be 2 x 4 at 16" o.c. U.N.O. 8. Bedroom window finished sill height to be 44" maximum ® egress windows.' 9.. All exhaust fans, gas ranges, and clothes dryers to be vented to outside. 10. Finish grade and finish floor elevations to be field set. Drainage around all structures is to be away from buildings at 1/4" per foot slope for minimum 41. Swale as required. 11. Dimensions noted "clear" or "clr" are minimum required dimensions and must be accurately maintained. 12. All dimensions are to face of stud, face of concrete, or face of masonry, unless otherwise noted. ORGY N(1T$S 1. All exterior doors and windows shall be weatherstripped. 2. All joints and penetrations in exterior walls, floors, and ceilings shall be caulked and sealed. 3. Exhaust fans and fan systems to have backdraft damper control. 4. Shower heads and faucets shall be certified by the C.E.C. S. All gas appliances shall have an intermittent ignition device. 6. Exterior walls to be insulated with R-13 insulation. Attic spaces to be insulated with R-38 insulation. Interior sound insulation to be 3 1/2" sound batts, typical at master bedroom, utility room and bathroom walls. 7. Exterior windows, and doors with glazing, shall have permanent NFRC levels attached, U -values of doors or windows shall meet Title 24 calculations. 8. Title 24 Installation Certification form CF -6R shall be posted prior to issuance of Certificate of Occupancy. 9. Ducts to be constructed per U.M.C. 10. Water heating equipment shall be certified by the C.E.C.. Pipe within 5'-0" of the water heater (in unconditioned space) shall be insulated with R-3 insulation. 11. See floor ian for mechanical a ui ment energy rating: AFUE. for the furnace and SEER for the cooling. 12. Insulate all ducts in unconditioned space with R-4.2 minimum insulation. 13. All windows to be lowE2 dual glazed with vinyl frames. 14. Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficiency of not less than 40 lumens per watt (usually fluorescent). 15. Provide anti -siphon devices for all exterior hose bibbs. fimmum 1. Provide a prominent number not less than 4" in height and which is easily visible from vehicular and/ or pedestrian traffic. 1. Doors, windows, and shower doors within hazardous areas to be impact resistant glass. 2. All glass less than 18" above adjacent walking surfaces or within 24" radius of door jambs in closed position shall be fully tempered. ?XX)f))R AND ARE NOTES 1. All exterior and interior door hardware to be as selected by owner. Exterior and interior hardware finish to be as selected by owner. Key all exterior doors alike. 2. Privacy locks to be provided 0 Master bedroom & all bathroom doors. 3. Provide 1 1/2 pair butts per door. 4. Each door to be provided w/ door stop. I?8i 1. All gypsum board seams to be taped. texture walls and ceilings with light knock -down finish typical U.N.O. (provide smooth finish at wallpaper locations, confirm locations with owner. 2. Install green board at all wet areas. 3. Install metal edge at all exposed exterior corners. 4. Cut all openings for outlets, switches etc., score & knocks -out method will not be used. S. Gypsum board to be painted with primer coat prior to texturing. 6. Wrap all windows 3 sides with gypsum board. 1. All flashing shall be 26 ga, galy. iron unless otherwise noted. Prime & paint to match adjacent construction.: 2. Flash and counter -flash at all roof/wall connections. FIRE STOP OTES 1. Fire -stopping shall be provided to cut off all concealed draft openings (both vertical and horizontal) and shall form a barrier between a top story and roof space, and in the following specific locations: A. in exterior or interior stud walls, at ceilings. B. In all stud walls and partitions, including furred spaces, so placed that the maximum dimension and any concealed space is not over 10 feet. C. Any other locations not specifically mentioned above, such as holes for pipes, shafting, behind furring strips and similar plaaag wriiah could iffora a passage for €James. 2. Penetrations of rated assemblies shall be fire -stopped. Fire stopping shall be an approved material as prescribed by the State Fire Marshall. 1. All outlets in bathrooms, dressing rooms, kitchen counters, exterior, and garage locations to have G.F.I. devices. 2. . Electrical contractor to verify all fixture and device locations with Owner. 3. Electrical contractor shall pre -wire for telephones and T.V. outlets. 4. Smoke detectors shall be provided in compliance with local building code as shown on drawings, direct wire w/ battery backup. S. Electrician shall install all built-in appliances. 6. Provide 110 V outlet and a switched light within 25' of HVAC unit for service. 7. Provide minimum 100 amp electrical service. mom..� 1. Provide attic ventilation•at areas with attic. Venting to be at a ratio of 1:300. At least 50* of the required vent.area shall be provided by attic vents located at least 3 ft. above the eave vents with the balance of the required ventilation provided by the eave vents. STM COMING IR CONDITIONING 1. The heat loss and heat gain of the air conditioned portion of the building shall be determined by a licensed heating and air conditioning contractor or engineer. Such person shall assume all responsibility for adequately heating and cooling the building. 2. The systems shall be properly balanced by the Mechanical contractor. 3. It shall be the responsibility of the Mechanical contractor to verify in the field that registers, ducts, etc. are not located so as to cause subsequent damages to structural members in the framing. 4. All electrical disconnects, service wiring and conduit shall be made by the Electrical contractor. Control devices and their installation shall be by the Mechanical contractor. 5. All HVAC registers & diffusers to have adjustable dampers. 6. Provide dual setback thermostats. 7. All exhaust fans to have backdraft damper and a minimum of 4 full air changes per hour. vent to outside air. 8. Provide condensing unit on concrete pad. Confirm size and location. 9. Provide horizontal flow gas furnace in attic. Provide access of adequate size to remove and service unit as necessary. (Min 22"x 3011). PLUMBING 1. The total aggregate cross-sectional area of vents shall not be less than the installed building sewer line. (12.57 sq.inch for 4" dia. drain pipe. DIMIGN LOADS Seismic................................Zone 3 Wind........ ... ... ...................75 MPH Flobr Live Load ......................... 40 PSF Roof Live Load.........................16 PSF Qj+TCRBTB NOTES 1. Concrete shall have a minimum compressive strength at 28 days and a maximum slump of: Strength.... 2500 psi Slump........ 4" 2. Construction joints shall be prepared to expose clean, solidly embedded aggregate over the entire joint interface. 3. Placement of pipes, conduits, or other embedded items in the concrete shall be in accordance with these Drawings. 4• contraction joints in slabs, shall be so placed that the maximum dimension and area of any section do not exceed 30 - feet and 600 square feet, respectively. 5. Structural steel shapes, tubes and pipes embedded in concrete shall have a minimum of 3" concrete cover. 6. Bottoms of all footings shall rest on firm, undisturbed soil. Minimum depth is noted on Drawings. RBIN�'ORCING STE_Ri. 1. Reinforcing steel to conform to ASTM A615 and be intermediate grade deformed bars - type N, grade 40. 2.. Unless noted, reinforcement bars to be lapped minimum 40 bar diameters. 3. Bends in reinforcement shall be in accordance with ACI 318-89. 4. All dimensions shown for locations of reinforcing steel are to face of bar and denote clear coverage. Unless specifically noted otherwise, concrete coverage shall be 3" where concrete is placed directly against earth, and 2" where concrete is exposed to earth but is against forms. Slabs on grade shall have reinforcing at mid -depth unless otherwise noted. 5. Splices in continuous reinforcing shall have a lap of 40 bar diameters minimum in concrete construction except where shown otherwise. Horizontal laps in adjacent bars shall be staggered 5'-0" minimum. Vertical bars shall be one piece full -height. EMDOWNS 1. Install holdowns per manufacturer's specifications. Unless noted otherwise, holdowns shown adjacent to a window or a door shall be attached to the kingstuds. 2. Provide continuous edge -nailing through plywood to studs which. have a holdown, ROUGH MP 1. In addition to framing operations normal to the fabrication and erection indicated on the Drawings, install wood blocking and backing required for the work of other trades. 2. Structural framing shall be douglas fir of the grades indicated or better (WWPA grading rules): 2 x joists and rafters NO. 2 Posts & beams NO. 1 Studs NO. 2 Sills & plates No. 2 HF Sills on concrete PTHF �Misc. framing not noted NO. 2 3. 'Wood sills bearing concrete shall be bolted with anchor bolts as noted on foundation plan, bolts shall be within 12" of end of each piece. Each sill shall 'receive at least two bolts. Each bolt to receive a 2" x 2" x 3/16" sq. steel washer. This information will govern unless more stringent criteria is indicated on plans. 4. Bolt holes in wood or steel shall be 1/16" larger than bolts. S. 1 All nuts shall be tightened when placed and re -tightened prior to application of finish or at completion of job. 6. Framing hardware shall be Simpson STRONG -TIE or approved. equal, with connectors as specified'in Catalog NO.0-2002. Install connectors with nails and/or bolts as indicated in the Catalog. , 7. Wall top plates shall have joints at a stud centerline. 1.. Submit plans and calculations to Architect and Building Department prior to installation. 2. Truss details and calculations for roof trusses shall be prepared and signed by a California Registered Civil Engineer substantiating adequacy of trusses to support dead plus live loads. GLUED- LAMINATED BEAMS 1. Materials, manufacture and quality control of glued -laminated beams shall be in accordance with ANSI/AITC A190.1. Fabrication shall be in an approved fabricators shop. 2. Laminating combinations shall meet the requirements of ANSI/AITC A190.1, and shall provide the design values equal to or exceeding the values noted in table 23 -I -C-1, 1997 Uniform Building Code for the appropriate combination noted on the plans. Unless otherwise noted, beams used for this project shall be 24F -V4, DF/DF. 3. Glued -Laminated members shall bear a Quality Mark and a Certificate of Conformance must be provided to indicate conformance with ANSI/AITC A190.1. This Certificate of Conformance shall be submitted to the field inspector prior to completion of the framing inspection.. 4. Glued -Laminated members used in exterior applications and not protected rom moisture shall be Alaska Yellow Cedar. Combination: 20F -V12 AC/AC, Fb=2000 psi, MOE=1,500,000 psi, fc (perp)=560 psi. PLYWOOD !NOTES 1. GENERAL PROVISIONS A. Identification requirements - each panel shall be identified with the appropriate trademark of the American Plywood Association, and shall meet the requirements of the latest edition of U.S. Product Standard PS -1 or one of APA's Performance Standards. B. Panel thickness, grade and Group number or span -rating shall be at least equal to that shown on the drawings. Application shall be in accordance with recommendations of the American Plywood Association. C. Nails at plywood panels shall have 3/8" edge distance and nail heads shall not penetrate face ply. D. Plywood panels shall butt at centerline of single supporting member with edge nailing from each panel into that member. E. No piece of plywood, floor, or wall sheathing shall be less than 12" in least dimension. 2. ROOF SHEATHING A. Panel roof sheathing shall be APA RATED SHEATHING EXP 1, size & nailing as per drawings. Install with the long dimension of the panel across supports, except where noted, and with panel continuous over two or more spans. Allow 1/8" spacing at panel ends, and 1/4" spacing at panel edges. 3. SHEARWALLS A. Panel wall sheathing shall be APA RATED SHEATHING EXP 1, size & nailing per drawings. • .. ••�s. •, � .•.ice• .♦ fr/7l1 t!:" manna scmw= Except as noted on the Drawings, nailing shall be as specified: Joist to sill or girder, toenail...........................3-8d Bridging to joist, ,toenail each end.... .. .........2-8d Ill x 6" subfloor or less to each joist, face nail ......... 2-8d Wider than 1" x 6" subfloor to each joist, face nail ...... 3-8d 2" subfloor to joist or girder, blind and face nail ...... 2-16d Sole plate to joist or blocking, typical face nail. .• .. .. .....16d at 16"o.c. Sole plate to joist orblocking, at braced wall panels.... ...................3-16d per 16" Top plate to stud, end nail.. .. ....... .... 2-16d Stud to sole plate:.. .... .4-8d,toenail,or 2-16d, end nail Double studs, face nail... • • ..........16d at 24"o.c. Doubled top plates, typicalfacenail ........... 16d at 16"o.c. Double top plates, lap splice... ......................8-16d Blocking between joists or rafters to top plate, toenail........ .• .. ..3_8d Rim joist to top plate, toenail..... ...... ....8dat6" o.c. Top plates, laps and intersections, face nail ............ 2-16d Continuous header, two pieces.....................16d at 16" o.c. along each edge Ceiling joists to plate, toenail. .. ............ Continuous header to stud, toenail... .4-8d Ceiling joists, lap over partitions, face �nail ... ........ 3-16d Ceiling joists to parallel rafters, face nail ... ......... 3-16d Rafter to plate, toenail.. . . . . .. ...3-8d 1" brace to each stud and plate, facenail...........2-8d 1" x 8" sheathing or less to each bearing,,facenail......2-8d Wider than 1" x 8" sheathing to each bearing, face nail.......... .� .. 3-Sd Built-up corner studs ............... .....16dat24"o.c. Built-up girder and beams..... ..20dat32"o.c. at top and bottom and staggered.....#...,;..2-20d.at.ends and, -Au- each splice 2" planks ................ ............. ...2-16d at each bearing AUGUST LANE i i k 46' DRAINAGE y EASEMENT ! ! ! LEACH FIELD '!C ! j j PER BUTTE C.O. r ! ! ! ! ( STD. 30 ! ! ! ! LOT 52 ! ! 0.14 ACRES ♦ n MN C,� Environmental Health R. J U L L 4 2002 Chico, Calitomia SITE PLAN SCALE: 1"= 20'-0" NORTH GARY HAWKINS ARCHITECT JUL 2 4 2002 Revisions: A: tV m M c f P N O � -_1 i i e . G$NSiZ�►� EMS 1. All work on this project shall conform to the 1997 editions of the UBC, UMC & UPC and the 1996 edition of the NBC and any other applicable county and/or city codes and ordinances. 2. Written dimensions are to be used, do not scale drawings. 3 Specific information on the drawing differing from these notes shall apply. 4. The contractor shall verify site conditions and their correlations with the drawings. S. In the event certain features of the construction are not fully shown on the drawings or called for in the notes, then their construction shall be of the same character as for similar conditions that are shown or called for and shall be approved by the architect. 6. The drawings represent the finished structure. Unless otherwise indicated, they do not indicate the method of construction. 7. All interior walls to be 2 x 4 studs at 16" o.c. U.O.N. Exterior walls to be 2 x 4 at 16" o.c. U.N.O. 8. Bedroom window finished sill height to be 44" maximum ® egress windows.' 9.. All exhaust fans, gas ranges, and clothes dryers to be vented to outside. 10. Finish grade and finish floor elevations to be field set. Drainage around all structures is to be away from buildings at 1/4" per foot slope for minimum 41. Swale as required. 11. Dimensions noted "clear" or "clr" are minimum required dimensions and must be accurately maintained. 12. All dimensions are to face of stud, face of concrete, or face of masonry, unless otherwise noted. ORGY N(1T$S 1. All exterior doors and windows shall be weatherstripped. 2. All joints and penetrations in exterior walls, floors, and ceilings shall be caulked and sealed. 3. Exhaust fans and fan systems to have backdraft damper control. 4. Shower heads and faucets shall be certified by the C.E.C. S. All gas appliances shall have an intermittent ignition device. 6. Exterior walls to be insulated with R-13 insulation. Attic spaces to be insulated with R-38 insulation. Interior sound insulation to be 3 1/2" sound batts, typical at master bedroom, utility room and bathroom walls. 7. Exterior windows, and doors with glazing, shall have permanent NFRC levels attached, U -values of doors or windows shall meet Title 24 calculations. 8. Title 24 Installation Certification form CF -6R shall be posted prior to issuance of Certificate of Occupancy. 9. Ducts to be constructed per U.M.C. 10. Water heating equipment shall be certified by the C.E.C.. Pipe within 5'-0" of the water heater (in unconditioned space) shall be insulated with R-3 insulation. 11. See floor ian for mechanical a ui ment energy rating: AFUE. for the furnace and SEER for the cooling. 12. Insulate all ducts in unconditioned space with R-4.2 minimum insulation. 13. All windows to be lowE2 dual glazed with vinyl frames. 14. Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficiency of not less than 40 lumens per watt (usually fluorescent). 15. Provide anti -siphon devices for all exterior hose bibbs. fimmum 1. Provide a prominent number not less than 4" in height and which is easily visible from vehicular and/ or pedestrian traffic. 1. Doors, windows, and shower doors within hazardous areas to be impact resistant glass. 2. All glass less than 18" above adjacent walking surfaces or within 24" radius of door jambs in closed position shall be fully tempered. ?XX)f))R AND ARE NOTES 1. All exterior and interior door hardware to be as selected by owner. Exterior and interior hardware finish to be as selected by owner. Key all exterior doors alike. 2. Privacy locks to be provided 0 Master bedroom & all bathroom doors. 3. Provide 1 1/2 pair butts per door. 4. Each door to be provided w/ door stop. I?8i 1. All gypsum board seams to be taped. texture walls and ceilings with light knock -down finish typical U.N.O. (provide smooth finish at wallpaper locations, confirm locations with owner. 2. Install green board at all wet areas. 3. Install metal edge at all exposed exterior corners. 4. Cut all openings for outlets, switches etc., score & knocks -out method will not be used. S. Gypsum board to be painted with primer coat prior to texturing. 6. Wrap all windows 3 sides with gypsum board. 1. All flashing shall be 26 ga, galy. iron unless otherwise noted. Prime & paint to match adjacent construction.: 2. Flash and counter -flash at all roof/wall connections. FIRE STOP OTES 1. Fire -stopping shall be provided to cut off all concealed draft openings (both vertical and horizontal) and shall form a barrier between a top story and roof space, and in the following specific locations: A. in exterior or interior stud walls, at ceilings. B. In all stud walls and partitions, including furred spaces, so placed that the maximum dimension and any concealed space is not over 10 feet. C. Any other locations not specifically mentioned above, such as holes for pipes, shafting, behind furring strips and similar plaaag wriiah could iffora a passage for €James. 2. Penetrations of rated assemblies shall be fire -stopped. Fire stopping shall be an approved material as prescribed by the State Fire Marshall. 1. All outlets in bathrooms, dressing rooms, kitchen counters, exterior, and garage locations to have G.F.I. devices. 2. . Electrical contractor to verify all fixture and device locations with Owner. 3. Electrical contractor shall pre -wire for telephones and T.V. outlets. 4. Smoke detectors shall be provided in compliance with local building code as shown on drawings, direct wire w/ battery backup. S. Electrician shall install all built-in appliances. 6. Provide 110 V outlet and a switched light within 25' of HVAC unit for service. 7. Provide minimum 100 amp electrical service. mom..� 1. Provide attic ventilation•at areas with attic. Venting to be at a ratio of 1:300. At least 50* of the required vent.area shall be provided by attic vents located at least 3 ft. above the eave vents with the balance of the required ventilation provided by the eave vents. STM COMING IR CONDITIONING 1. The heat loss and heat gain of the air conditioned portion of the building shall be determined by a licensed heating and air conditioning contractor or engineer. Such person shall assume all responsibility for adequately heating and cooling the building. 2. The systems shall be properly balanced by the Mechanical contractor. 3. It shall be the responsibility of the Mechanical contractor to verify in the field that registers, ducts, etc. are not located so as to cause subsequent damages to structural members in the framing. 4. All electrical disconnects, service wiring and conduit shall be made by the Electrical contractor. Control devices and their installation shall be by the Mechanical contractor. 5. All HVAC registers & diffusers to have adjustable dampers. 6. Provide dual setback thermostats. 7. All exhaust fans to have backdraft damper and a minimum of 4 full air changes per hour. vent to outside air. 8. Provide condensing unit on concrete pad. Confirm size and location. 9. Provide horizontal flow gas furnace in attic. Provide access of adequate size to remove and service unit as necessary. (Min 22"x 3011). PLUMBING 1. The total aggregate cross-sectional area of vents shall not be less than the installed building sewer line. (12.57 sq.inch for 4" dia. drain pipe. DIMIGN LOADS Seismic................................Zone 3 Wind........ ... ... ...................75 MPH Flobr Live Load ......................... 40 PSF Roof Live Load.........................16 PSF Qj+TCRBTB NOTES 1. Concrete shall have a minimum compressive strength at 28 days and a maximum slump of: Strength.... 2500 psi Slump........ 4" 2. Construction joints shall be prepared to expose clean, solidly embedded aggregate over the entire joint interface. 3. Placement of pipes, conduits, or other embedded items in the concrete shall be in accordance with these Drawings. 4• contraction joints in slabs, shall be so placed that the maximum dimension and area of any section do not exceed 30 - feet and 600 square feet, respectively. 5. Structural steel shapes, tubes and pipes embedded in concrete shall have a minimum of 3" concrete cover. 6. Bottoms of all footings shall rest on firm, undisturbed soil. Minimum depth is noted on Drawings. RBIN�'ORCING STE_Ri. 1. Reinforcing steel to conform to ASTM A615 and be intermediate grade deformed bars - type N, grade 40. 2.. Unless noted, reinforcement bars to be lapped minimum 40 bar diameters. 3. Bends in reinforcement shall be in accordance with ACI 318-89. 4. All dimensions shown for locations of reinforcing steel are to face of bar and denote clear coverage. Unless specifically noted otherwise, concrete coverage shall be 3" where concrete is placed directly against earth, and 2" where concrete is exposed to earth but is against forms. Slabs on grade shall have reinforcing at mid -depth unless otherwise noted. 5. Splices in continuous reinforcing shall have a lap of 40 bar diameters minimum in concrete construction except where shown otherwise. Horizontal laps in adjacent bars shall be staggered 5'-0" minimum. Vertical bars shall be one piece full -height. EMDOWNS 1. Install holdowns per manufacturer's specifications. Unless noted otherwise, holdowns shown adjacent to a window or a door shall be attached to the kingstuds. 2. Provide continuous edge -nailing through plywood to studs which. have a holdown, ROUGH MP 1. In addition to framing operations normal to the fabrication and erection indicated on the Drawings, install wood blocking and backing required for the work of other trades. 2. Structural framing shall be douglas fir of the grades indicated or better (WWPA grading rules): 2 x joists and rafters NO. 2 Posts & beams NO. 1 Studs NO. 2 Sills & plates No. 2 HF Sills on concrete PTHF �Misc. framing not noted NO. 2 3. 'Wood sills bearing concrete shall be bolted with anchor bolts as noted on foundation plan, bolts shall be within 12" of end of each piece. Each sill shall 'receive at least two bolts. Each bolt to receive a 2" x 2" x 3/16" sq. steel washer. This information will govern unless more stringent criteria is indicated on plans. 4. Bolt holes in wood or steel shall be 1/16" larger than bolts. S. 1 All nuts shall be tightened when placed and re -tightened prior to application of finish or at completion of job. 6. Framing hardware shall be Simpson STRONG -TIE or approved. equal, with connectors as specified'in Catalog NO.0-2002. Install connectors with nails and/or bolts as indicated in the Catalog. , 7. Wall top plates shall have joints at a stud centerline. 1.. Submit plans and calculations to Architect and Building Department prior to installation. 2. Truss details and calculations for roof trusses shall be prepared and signed by a California Registered Civil Engineer substantiating adequacy of trusses to support dead plus live loads. GLUED- LAMINATED BEAMS 1. Materials, manufacture and quality control of glued -laminated beams shall be in accordance with ANSI/AITC A190.1. Fabrication shall be in an approved fabricators shop. 2. Laminating combinations shall meet the requirements of ANSI/AITC A190.1, and shall provide the design values equal to or exceeding the values noted in table 23 -I -C-1, 1997 Uniform Building Code for the appropriate combination noted on the plans. Unless otherwise noted, beams used for this project shall be 24F -V4, DF/DF. 3. Glued -Laminated members shall bear a Quality Mark and a Certificate of Conformance must be provided to indicate conformance with ANSI/AITC A190.1. This Certificate of Conformance shall be submitted to the field inspector prior to completion of the framing inspection.. 4. Glued -Laminated members used in exterior applications and not protected rom moisture shall be Alaska Yellow Cedar. Combination: 20F -V12 AC/AC, Fb=2000 psi, MOE=1,500,000 psi, fc (perp)=560 psi. PLYWOOD !NOTES 1. GENERAL PROVISIONS A. Identification requirements - each panel shall be identified with the appropriate trademark of the American Plywood Association, and shall meet the requirements of the latest edition of U.S. Product Standard PS -1 or one of APA's Performance Standards. B. Panel thickness, grade and Group number or span -rating shall be at least equal to that shown on the drawings. Application shall be in accordance with recommendations of the American Plywood Association. C. Nails at plywood panels shall have 3/8" edge distance and nail heads shall not penetrate face ply. D. Plywood panels shall butt at centerline of single supporting member with edge nailing from each panel into that member. E. No piece of plywood, floor, or wall sheathing shall be less than 12" in least dimension. 2. ROOF SHEATHING A. Panel roof sheathing shall be APA RATED SHEATHING EXP 1, size & nailing as per drawings. Install with the long dimension of the panel across supports, except where noted, and with panel continuous over two or more spans. Allow 1/8" spacing at panel ends, and 1/4" spacing at panel edges. 3. SHEARWALLS A. Panel wall sheathing shall be APA RATED SHEATHING EXP 1, size & nailing per drawings. • .. ••�s. •, � .•.ice• .♦ fr/7l1 t!:" manna scmw= Except as noted on the Drawings, nailing shall be as specified: Joist to sill or girder, toenail...........................3-8d Bridging to joist, ,toenail each end.... .. .........2-8d Ill x 6" subfloor or less to each joist, face nail ......... 2-8d Wider than 1" x 6" subfloor to each joist, face nail ...... 3-8d 2" subfloor to joist or girder, blind and face nail ...... 2-16d Sole plate to joist or blocking, typical face nail. .• .. .. .....16d at 16"o.c. Sole plate to joist orblocking, at braced wall panels.... ...................3-16d per 16" Top plate to stud, end nail.. .. ....... .... 2-16d Stud to sole plate:.. .... .4-8d,toenail,or 2-16d, end nail Double studs, face nail... • • ..........16d at 24"o.c. Doubled top plates, typicalfacenail ........... 16d at 16"o.c. Double top plates, lap splice... ......................8-16d Blocking between joists or rafters to top plate, toenail........ .• .. ..3_8d Rim joist to top plate, toenail..... ...... ....8dat6" o.c. Top plates, laps and intersections, face nail ............ 2-16d Continuous header, two pieces.....................16d at 16" o.c. along each edge Ceiling joists to plate, toenail. .. ............ Continuous header to stud, toenail... .4-8d Ceiling joists, lap over partitions, face �nail ... ........ 3-16d Ceiling joists to parallel rafters, face nail ... ......... 3-16d Rafter to plate, toenail.. . . . . .. ...3-8d 1" brace to each stud and plate, facenail...........2-8d 1" x 8" sheathing or less to each bearing,,facenail......2-8d Wider than 1" x 8" sheathing to each bearing, face nail.......... .� .. 3-Sd Built-up corner studs ............... .....16dat24"o.c. Built-up girder and beams..... ..20dat32"o.c. at top and bottom and staggered.....#...,;..2-20d.at.ends and, -Au- each splice 2" planks ................ ............. ...2-16d at each bearing AUGUST LANE i i k 46' DRAINAGE y EASEMENT ! ! ! LEACH FIELD '!C ! j j PER BUTTE C.O. r ! ! ! ! ( STD. 30 ! ! ! ! LOT 52 ! ! 0.14 ACRES ♦ n MN C,� Environmental Health R. J U L L 4 2002 Chico, Calitomia SITE PLAN SCALE: 1"= 20'-0" NORTH GARY HAWKINS ARCHITECT JUL 2 4 2002 Revisions: Z tV m M c P N O � e . G$NSiZ�►� EMS 1. All work on this project shall conform to the 1997 editions of the UBC, UMC & UPC and the 1996 edition of the NBC and any other applicable county and/or city codes and ordinances. 2. Written dimensions are to be used, do not scale drawings. 3 Specific information on the drawing differing from these notes shall apply. 4. The contractor shall verify site conditions and their correlations with the drawings. S. In the event certain features of the construction are not fully shown on the drawings or called for in the notes, then their construction shall be of the same character as for similar conditions that are shown or called for and shall be approved by the architect. 6. The drawings represent the finished structure. Unless otherwise indicated, they do not indicate the method of construction. 7. All interior walls to be 2 x 4 studs at 16" o.c. U.O.N. Exterior walls to be 2 x 4 at 16" o.c. U.N.O. 8. Bedroom window finished sill height to be 44" maximum ® egress windows.' 9.. All exhaust fans, gas ranges, and clothes dryers to be vented to outside. 10. Finish grade and finish floor elevations to be field set. Drainage around all structures is to be away from buildings at 1/4" per foot slope for minimum 41. Swale as required. 11. Dimensions noted "clear" or "clr" are minimum required dimensions and must be accurately maintained. 12. All dimensions are to face of stud, face of concrete, or face of masonry, unless otherwise noted. ORGY N(1T$S 1. All exterior doors and windows shall be weatherstripped. 2. All joints and penetrations in exterior walls, floors, and ceilings shall be caulked and sealed. 3. Exhaust fans and fan systems to have backdraft damper control. 4. Shower heads and faucets shall be certified by the C.E.C. S. All gas appliances shall have an intermittent ignition device. 6. Exterior walls to be insulated with R-13 insulation. Attic spaces to be insulated with R-38 insulation. Interior sound insulation to be 3 1/2" sound batts, typical at master bedroom, utility room and bathroom walls. 7. Exterior windows, and doors with glazing, shall have permanent NFRC levels attached, U -values of doors or windows shall meet Title 24 calculations. 8. Title 24 Installation Certification form CF -6R shall be posted prior to issuance of Certificate of Occupancy. 9. Ducts to be constructed per U.M.C. 10. Water heating equipment shall be certified by the C.E.C.. Pipe within 5'-0" of the water heater (in unconditioned space) shall be insulated with R-3 insulation. 11. See floor ian for mechanical a ui ment energy rating: AFUE. for the furnace and SEER for the cooling. 12. Insulate all ducts in unconditioned space with R-4.2 minimum insulation. 13. All windows to be lowE2 dual glazed with vinyl frames. 14. Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficiency of not less than 40 lumens per watt (usually fluorescent). 15. Provide anti -siphon devices for all exterior hose bibbs. fimmum 1. Provide a prominent number not less than 4" in height and which is easily visible from vehicular and/ or pedestrian traffic. 1. Doors, windows, and shower doors within hazardous areas to be impact resistant glass. 2. All glass less than 18" above adjacent walking surfaces or within 24" radius of door jambs in closed position shall be fully tempered. ?XX)f))R AND ARE NOTES 1. All exterior and interior door hardware to be as selected by owner. Exterior and interior hardware finish to be as selected by owner. Key all exterior doors alike. 2. Privacy locks to be provided 0 Master bedroom & all bathroom doors. 3. Provide 1 1/2 pair butts per door. 4. Each door to be provided w/ door stop. I?8i 1. All gypsum board seams to be taped. texture walls and ceilings with light knock -down finish typical U.N.O. (provide smooth finish at wallpaper locations, confirm locations with owner. 2. Install green board at all wet areas. 3. Install metal edge at all exposed exterior corners. 4. Cut all openings for outlets, switches etc., score & knocks -out method will not be used. S. Gypsum board to be painted with primer coat prior to texturing. 6. Wrap all windows 3 sides with gypsum board. 1. All flashing shall be 26 ga, galy. iron unless otherwise noted. Prime & paint to match adjacent construction.: 2. Flash and counter -flash at all roof/wall connections. FIRE STOP OTES 1. Fire -stopping shall be provided to cut off all concealed draft openings (both vertical and horizontal) and shall form a barrier between a top story and roof space, and in the following specific locations: A. in exterior or interior stud walls, at ceilings. B. In all stud walls and partitions, including furred spaces, so placed that the maximum dimension and any concealed space is not over 10 feet. C. Any other locations not specifically mentioned above, such as holes for pipes, shafting, behind furring strips and similar plaaag wriiah could iffora a passage for €James. 2. Penetrations of rated assemblies shall be fire -stopped. Fire stopping shall be an approved material as prescribed by the State Fire Marshall. 1. All outlets in bathrooms, dressing rooms, kitchen counters, exterior, and garage locations to have G.F.I. devices. 2. . Electrical contractor to verify all fixture and device locations with Owner. 3. Electrical contractor shall pre -wire for telephones and T.V. outlets. 4. Smoke detectors shall be provided in compliance with local building code as shown on drawings, direct wire w/ battery backup. S. Electrician shall install all built-in appliances. 6. Provide 110 V outlet and a switched light within 25' of HVAC unit for service. 7. Provide minimum 100 amp electrical service. mom..� 1. Provide attic ventilation•at areas with attic. Venting to be at a ratio of 1:300. At least 50* of the required vent.area shall be provided by attic vents located at least 3 ft. above the eave vents with the balance of the required ventilation provided by the eave vents. STM COMING IR CONDITIONING 1. The heat loss and heat gain of the air conditioned portion of the building shall be determined by a licensed heating and air conditioning contractor or engineer. Such person shall assume all responsibility for adequately heating and cooling the building. 2. The systems shall be properly balanced by the Mechanical contractor. 3. It shall be the responsibility of the Mechanical contractor to verify in the field that registers, ducts, etc. are not located so as to cause subsequent damages to structural members in the framing. 4. All electrical disconnects, service wiring and conduit shall be made by the Electrical contractor. Control devices and their installation shall be by the Mechanical contractor. 5. All HVAC registers & diffusers to have adjustable dampers. 6. Provide dual setback thermostats. 7. All exhaust fans to have backdraft damper and a minimum of 4 full air changes per hour. vent to outside air. 8. Provide condensing unit on concrete pad. Confirm size and location. 9. Provide horizontal flow gas furnace in attic. Provide access of adequate size to remove and service unit as necessary. (Min 22"x 3011). PLUMBING 1. The total aggregate cross-sectional area of vents shall not be less than the installed building sewer line. (12.57 sq.inch for 4" dia. drain pipe. DIMIGN LOADS Seismic................................Zone 3 Wind........ ... ... ...................75 MPH Flobr Live Load ......................... 40 PSF Roof Live Load.........................16 PSF Qj+TCRBTB NOTES 1. Concrete shall have a minimum compressive strength at 28 days and a maximum slump of: Strength.... 2500 psi Slump........ 4" 2. Construction joints shall be prepared to expose clean, solidly embedded aggregate over the entire joint interface. 3. Placement of pipes, conduits, or other embedded items in the concrete shall be in accordance with these Drawings. 4• contraction joints in slabs, shall be so placed that the maximum dimension and area of any section do not exceed 30 - feet and 600 square feet, respectively. 5. Structural steel shapes, tubes and pipes embedded in concrete shall have a minimum of 3" concrete cover. 6. Bottoms of all footings shall rest on firm, undisturbed soil. Minimum depth is noted on Drawings. RBIN�'ORCING STE_Ri. 1. Reinforcing steel to conform to ASTM A615 and be intermediate grade deformed bars - type N, grade 40. 2.. Unless noted, reinforcement bars to be lapped minimum 40 bar diameters. 3. Bends in reinforcement shall be in accordance with ACI 318-89. 4. All dimensions shown for locations of reinforcing steel are to face of bar and denote clear coverage. Unless specifically noted otherwise, concrete coverage shall be 3" where concrete is placed directly against earth, and 2" where concrete is exposed to earth but is against forms. Slabs on grade shall have reinforcing at mid -depth unless otherwise noted. 5. Splices in continuous reinforcing shall have a lap of 40 bar diameters minimum in concrete construction except where shown otherwise. Horizontal laps in adjacent bars shall be staggered 5'-0" minimum. Vertical bars shall be one piece full -height. EMDOWNS 1. Install holdowns per manufacturer's specifications. Unless noted otherwise, holdowns shown adjacent to a window or a door shall be attached to the kingstuds. 2. Provide continuous edge -nailing through plywood to studs which. have a holdown, ROUGH MP 1. In addition to framing operations normal to the fabrication and erection indicated on the Drawings, install wood blocking and backing required for the work of other trades. 2. Structural framing shall be douglas fir of the grades indicated or better (WWPA grading rules): 2 x joists and rafters NO. 2 Posts & beams NO. 1 Studs NO. 2 Sills & plates No. 2 HF Sills on concrete PTHF �Misc. framing not noted NO. 2 3. 'Wood sills bearing concrete shall be bolted with anchor bolts as noted on foundation plan, bolts shall be within 12" of end of each piece. Each sill shall 'receive at least two bolts. Each bolt to receive a 2" x 2" x 3/16" sq. steel washer. This information will govern unless more stringent criteria is indicated on plans. 4. Bolt holes in wood or steel shall be 1/16" larger than bolts. S. 1 All nuts shall be tightened when placed and re -tightened prior to application of finish or at completion of job. 6. Framing hardware shall be Simpson STRONG -TIE or approved. equal, with connectors as specified'in Catalog NO.0-2002. Install connectors with nails and/or bolts as indicated in the Catalog. , 7. Wall top plates shall have joints at a stud centerline. 1.. Submit plans and calculations to Architect and Building Department prior to installation. 2. Truss details and calculations for roof trusses shall be prepared and signed by a California Registered Civil Engineer substantiating adequacy of trusses to support dead plus live loads. GLUED- LAMINATED BEAMS 1. Materials, manufacture and quality control of glued -laminated beams shall be in accordance with ANSI/AITC A190.1. Fabrication shall be in an approved fabricators shop. 2. Laminating combinations shall meet the requirements of ANSI/AITC A190.1, and shall provide the design values equal to or exceeding the values noted in table 23 -I -C-1, 1997 Uniform Building Code for the appropriate combination noted on the plans. Unless otherwise noted, beams used for this project shall be 24F -V4, DF/DF. 3. Glued -Laminated members shall bear a Quality Mark and a Certificate of Conformance must be provided to indicate conformance with ANSI/AITC A190.1. This Certificate of Conformance shall be submitted to the field inspector prior to completion of the framing inspection.. 4. Glued -Laminated members used in exterior applications and not protected rom moisture shall be Alaska Yellow Cedar. Combination: 20F -V12 AC/AC, Fb=2000 psi, MOE=1,500,000 psi, fc (perp)=560 psi. PLYWOOD !NOTES 1. GENERAL PROVISIONS A. Identification requirements - each panel shall be identified with the appropriate trademark of the American Plywood Association, and shall meet the requirements of the latest edition of U.S. Product Standard PS -1 or one of APA's Performance Standards. B. Panel thickness, grade and Group number or span -rating shall be at least equal to that shown on the drawings. Application shall be in accordance with recommendations of the American Plywood Association. C. Nails at plywood panels shall have 3/8" edge distance and nail heads shall not penetrate face ply. D. Plywood panels shall butt at centerline of single supporting member with edge nailing from each panel into that member. E. No piece of plywood, floor, or wall sheathing shall be less than 12" in least dimension. 2. ROOF SHEATHING A. Panel roof sheathing shall be APA RATED SHEATHING EXP 1, size & nailing as per drawings. Install with the long dimension of the panel across supports, except where noted, and with panel continuous over two or more spans. Allow 1/8" spacing at panel ends, and 1/4" spacing at panel edges. 3. SHEARWALLS A. Panel wall sheathing shall be APA RATED SHEATHING EXP 1, size & nailing per drawings. • .. ••�s. •, � .•.ice• .♦ fr/7l1 t!:" manna scmw= Except as noted on the Drawings, nailing shall be as specified: Joist to sill or girder, toenail...........................3-8d Bridging to joist, ,toenail each end.... .. .........2-8d Ill x 6" subfloor or less to each joist, face nail ......... 2-8d Wider than 1" x 6" subfloor to each joist, face nail ...... 3-8d 2" subfloor to joist or girder, blind and face nail ...... 2-16d Sole plate to joist or blocking, typical face nail. .• .. .. .....16d at 16"o.c. Sole plate to joist orblocking, at braced wall panels.... ...................3-16d per 16" Top plate to stud, end nail.. .. ....... .... 2-16d Stud to sole plate:.. .... .4-8d,toenail,or 2-16d, end nail Double studs, face nail... • • ..........16d at 24"o.c. Doubled top plates, typicalfacenail ........... 16d at 16"o.c. Double top plates, lap splice... ......................8-16d Blocking between joists or rafters to top plate, toenail........ .• .. ..3_8d Rim joist to top plate, toenail..... ...... ....8dat6" o.c. Top plates, laps and intersections, face nail ............ 2-16d Continuous header, two pieces.....................16d at 16" o.c. along each edge Ceiling joists to plate, toenail. .. ............ Continuous header to stud, toenail... .4-8d Ceiling joists, lap over partitions, face �nail ... ........ 3-16d Ceiling joists to parallel rafters, face nail ... ......... 3-16d Rafter to plate, toenail.. . . . . .. ...3-8d 1" brace to each stud and plate, facenail...........2-8d 1" x 8" sheathing or less to each bearing,,facenail......2-8d Wider than 1" x 8" sheathing to each bearing, face nail.......... .� .. 3-Sd Built-up corner studs ............... .....16dat24"o.c. Built-up girder and beams..... ..20dat32"o.c. at top and bottom and staggered.....#...,;..2-20d.at.ends and, -Au- each splice 2" planks ................ ............. ...2-16d at each bearing AUGUST LANE i i k 46' DRAINAGE y EASEMENT ! ! ! LEACH FIELD '!C ! j j PER BUTTE C.O. r ! ! ! ! ( STD. 30 ! ! ! ! LOT 52 ! ! 0.14 ACRES ♦ n MN C,� Environmental Health R. J U L L 4 2002 Chico, Calitomia SITE PLAN SCALE: 1"= 20'-0" NORTH GARY HAWKINS ARCHITECT JUL 2 4 2002 Revisions: Z tV m M c P N O � G$NSiZ�►� EMS 1. All work on this project shall conform to the 1997 editions of the UBC, UMC & UPC and the 1996 edition of the NBC and any other applicable county and/or city codes and ordinances. 2. Written dimensions are to be used, do not scale drawings. 3 Specific information on the drawing differing from these notes shall apply. 4. The contractor shall verify site conditions and their correlations with the drawings. S. In the event certain features of the construction are not fully shown on the drawings or called for in the notes, then their construction shall be of the same character as for similar conditions that are shown or called for and shall be approved by the architect. 6. The drawings represent the finished structure. Unless otherwise indicated, they do not indicate the method of construction. 7. All interior walls to be 2 x 4 studs at 16" o.c. U.O.N. Exterior walls to be 2 x 4 at 16" o.c. U.N.O. 8. Bedroom window finished sill height to be 44" maximum ® egress windows.' 9.. All exhaust fans, gas ranges, and clothes dryers to be vented to outside. 10. Finish grade and finish floor elevations to be field set. Drainage around all structures is to be away from buildings at 1/4" per foot slope for minimum 41. Swale as required. 11. Dimensions noted "clear" or "clr" are minimum required dimensions and must be accurately maintained. 12. All dimensions are to face of stud, face of concrete, or face of masonry, unless otherwise noted. ORGY N(1T$S 1. All exterior doors and windows shall be weatherstripped. 2. All joints and penetrations in exterior walls, floors, and ceilings shall be caulked and sealed. 3. Exhaust fans and fan systems to have backdraft damper control. 4. Shower heads and faucets shall be certified by the C.E.C. S. All gas appliances shall have an intermittent ignition device. 6. Exterior walls to be insulated with R-13 insulation. Attic spaces to be insulated with R-38 insulation. Interior sound insulation to be 3 1/2" sound batts, typical at master bedroom, utility room and bathroom walls. 7. Exterior windows, and doors with glazing, shall have permanent NFRC levels attached, U -values of doors or windows shall meet Title 24 calculations. 8. Title 24 Installation Certification form CF -6R shall be posted prior to issuance of Certificate of Occupancy. 9. Ducts to be constructed per U.M.C. 10. Water heating equipment shall be certified by the C.E.C.. Pipe within 5'-0" of the water heater (in unconditioned space) shall be insulated with R-3 insulation. 11. See floor ian for mechanical a ui ment energy rating: AFUE. for the furnace and SEER for the cooling. 12. Insulate all ducts in unconditioned space with R-4.2 minimum insulation. 13. All windows to be lowE2 dual glazed with vinyl frames. 14. Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficiency of not less than 40 lumens per watt (usually fluorescent). 15. Provide anti -siphon devices for all exterior hose bibbs. fimmum 1. Provide a prominent number not less than 4" in height and which is easily visible from vehicular and/ or pedestrian traffic. 1. Doors, windows, and shower doors within hazardous areas to be impact resistant glass. 2. All glass less than 18" above adjacent walking surfaces or within 24" radius of door jambs in closed position shall be fully tempered. ?XX)f))R AND ARE NOTES 1. All exterior and interior door hardware to be as selected by owner. Exterior and interior hardware finish to be as selected by owner. Key all exterior doors alike. 2. Privacy locks to be provided 0 Master bedroom & all bathroom doors. 3. Provide 1 1/2 pair butts per door. 4. Each door to be provided w/ door stop. I?8i 1. All gypsum board seams to be taped. texture walls and ceilings with light knock -down finish typical U.N.O. (provide smooth finish at wallpaper locations, confirm locations with owner. 2. Install green board at all wet areas. 3. Install metal edge at all exposed exterior corners. 4. Cut all openings for outlets, switches etc., score & knocks -out method will not be used. S. Gypsum board to be painted with primer coat prior to texturing. 6. Wrap all windows 3 sides with gypsum board. 1. All flashing shall be 26 ga, galy. iron unless otherwise noted. Prime & paint to match adjacent construction.: 2. Flash and counter -flash at all roof/wall connections. FIRE STOP OTES 1. Fire -stopping shall be provided to cut off all concealed draft openings (both vertical and horizontal) and shall form a barrier between a top story and roof space, and in the following specific locations: A. in exterior or interior stud walls, at ceilings. B. In all stud walls and partitions, including furred spaces, so placed that the maximum dimension and any concealed space is not over 10 feet. C. Any other locations not specifically mentioned above, such as holes for pipes, shafting, behind furring strips and similar plaaag wriiah could iffora a passage for €James. 2. Penetrations of rated assemblies shall be fire -stopped. Fire stopping shall be an approved material as prescribed by the State Fire Marshall. 1. All outlets in bathrooms, dressing rooms, kitchen counters, exterior, and garage locations to have G.F.I. devices. 2. . Electrical contractor to verify all fixture and device locations with Owner. 3. Electrical contractor shall pre -wire for telephones and T.V. outlets. 4. Smoke detectors shall be provided in compliance with local building code as shown on drawings, direct wire w/ battery backup. S. Electrician shall install all built-in appliances. 6. Provide 110 V outlet and a switched light within 25' of HVAC unit for service. 7. Provide minimum 100 amp electrical service. mom..� 1. Provide attic ventilation•at areas with attic. Venting to be at a ratio of 1:300. At least 50* of the required vent.area shall be provided by attic vents located at least 3 ft. above the eave vents with the balance of the required ventilation provided by the eave vents. STM COMING IR CONDITIONING 1. The heat loss and heat gain of the air conditioned portion of the building shall be determined by a licensed heating and air conditioning contractor or engineer. Such person shall assume all responsibility for adequately heating and cooling the building. 2. The systems shall be properly balanced by the Mechanical contractor. 3. It shall be the responsibility of the Mechanical contractor to verify in the field that registers, ducts, etc. are not located so as to cause subsequent damages to structural members in the framing. 4. All electrical disconnects, service wiring and conduit shall be made by the Electrical contractor. Control devices and their installation shall be by the Mechanical contractor. 5. All HVAC registers & diffusers to have adjustable dampers. 6. Provide dual setback thermostats. 7. All exhaust fans to have backdraft damper and a minimum of 4 full air changes per hour. vent to outside air. 8. Provide condensing unit on concrete pad. Confirm size and location. 9. Provide horizontal flow gas furnace in attic. Provide access of adequate size to remove and service unit as necessary. (Min 22"x 3011). PLUMBING 1. The total aggregate cross-sectional area of vents shall not be less than the installed building sewer line. (12.57 sq.inch for 4" dia. drain pipe. DIMIGN LOADS Seismic................................Zone 3 Wind........ ... ... ...................75 MPH Flobr Live Load ......................... 40 PSF Roof Live Load.........................16 PSF Qj+TCRBTB NOTES 1. Concrete shall have a minimum compressive strength at 28 days and a maximum slump of: Strength.... 2500 psi Slump........ 4" 2. Construction joints shall be prepared to expose clean, solidly embedded aggregate over the entire joint interface. 3. Placement of pipes, conduits, or other embedded items in the concrete shall be in accordance with these Drawings. 4• contraction joints in slabs, shall be so placed that the maximum dimension and area of any section do not exceed 30 - feet and 600 square feet, respectively. 5. Structural steel shapes, tubes and pipes embedded in concrete shall have a minimum of 3" concrete cover. 6. Bottoms of all footings shall rest on firm, undisturbed soil. Minimum depth is noted on Drawings. RBIN�'ORCING STE_Ri. 1. Reinforcing steel to conform to ASTM A615 and be intermediate grade deformed bars - type N, grade 40. 2.. Unless noted, reinforcement bars to be lapped minimum 40 bar diameters. 3. Bends in reinforcement shall be in accordance with ACI 318-89. 4. All dimensions shown for locations of reinforcing steel are to face of bar and denote clear coverage. Unless specifically noted otherwise, concrete coverage shall be 3" where concrete is placed directly against earth, and 2" where concrete is exposed to earth but is against forms. Slabs on grade shall have reinforcing at mid -depth unless otherwise noted. 5. Splices in continuous reinforcing shall have a lap of 40 bar diameters minimum in concrete construction except where shown otherwise. Horizontal laps in adjacent bars shall be staggered 5'-0" minimum. Vertical bars shall be one piece full -height. EMDOWNS 1. Install holdowns per manufacturer's specifications. Unless noted otherwise, holdowns shown adjacent to a window or a door shall be attached to the kingstuds. 2. Provide continuous edge -nailing through plywood to studs which. have a holdown, ROUGH MP 1. In addition to framing operations normal to the fabrication and erection indicated on the Drawings, install wood blocking and backing required for the work of other trades. 2. Structural framing shall be douglas fir of the grades indicated or better (WWPA grading rules): 2 x joists and rafters NO. 2 Posts & beams NO. 1 Studs NO. 2 Sills & plates No. 2 HF Sills on concrete PTHF �Misc. framing not noted NO. 2 3. 'Wood sills bearing concrete shall be bolted with anchor bolts as noted on foundation plan, bolts shall be within 12" of end of each piece. Each sill shall 'receive at least two bolts. Each bolt to receive a 2" x 2" x 3/16" sq. steel washer. This information will govern unless more stringent criteria is indicated on plans. 4. Bolt holes in wood or steel shall be 1/16" larger than bolts. S. 1 All nuts shall be tightened when placed and re -tightened prior to application of finish or at completion of job. 6. Framing hardware shall be Simpson STRONG -TIE or approved. equal, with connectors as specified'in Catalog NO.0-2002. Install connectors with nails and/or bolts as indicated in the Catalog. , 7. Wall top plates shall have joints at a stud centerline. 1.. Submit plans and calculations to Architect and Building Department prior to installation. 2. Truss details and calculations for roof trusses shall be prepared and signed by a California Registered Civil Engineer substantiating adequacy of trusses to support dead plus live loads. GLUED- LAMINATED BEAMS 1. Materials, manufacture and quality control of glued -laminated beams shall be in accordance with ANSI/AITC A190.1. Fabrication shall be in an approved fabricators shop. 2. Laminating combinations shall meet the requirements of ANSI/AITC A190.1, and shall provide the design values equal to or exceeding the values noted in table 23 -I -C-1, 1997 Uniform Building Code for the appropriate combination noted on the plans. Unless otherwise noted, beams used for this project shall be 24F -V4, DF/DF. 3. Glued -Laminated members shall bear a Quality Mark and a Certificate of Conformance must be provided to indicate conformance with ANSI/AITC A190.1. This Certificate of Conformance shall be submitted to the field inspector prior to completion of the framing inspection.. 4. Glued -Laminated members used in exterior applications and not protected rom moisture shall be Alaska Yellow Cedar. Combination: 20F -V12 AC/AC, Fb=2000 psi, MOE=1,500,000 psi, fc (perp)=560 psi. PLYWOOD !NOTES 1. GENERAL PROVISIONS A. Identification requirements - each panel shall be identified with the appropriate trademark of the American Plywood Association, and shall meet the requirements of the latest edition of U.S. Product Standard PS -1 or one of APA's Performance Standards. B. Panel thickness, grade and Group number or span -rating shall be at least equal to that shown on the drawings. Application shall be in accordance with recommendations of the American Plywood Association. C. Nails at plywood panels shall have 3/8" edge distance and nail heads shall not penetrate face ply. D. Plywood panels shall butt at centerline of single supporting member with edge nailing from each panel into that member. E. No piece of plywood, floor, or wall sheathing shall be less than 12" in least dimension. 2. ROOF SHEATHING A. Panel roof sheathing shall be APA RATED SHEATHING EXP 1, size & nailing as per drawings. Install with the long dimension of the panel across supports, except where noted, and with panel continuous over two or more spans. Allow 1/8" spacing at panel ends, and 1/4" spacing at panel edges. 3. SHEARWALLS A. Panel wall sheathing shall be APA RATED SHEATHING EXP 1, size & nailing per drawings. • .. ••�s. •, � .•.ice• .♦ fr/7l1 t!:" manna scmw= Except as noted on the Drawings, nailing shall be as specified: Joist to sill or girder, toenail...........................3-8d Bridging to joist, ,toenail each end.... .. .........2-8d Ill x 6" subfloor or less to each joist, face nail ......... 2-8d Wider than 1" x 6" subfloor to each joist, face nail ...... 3-8d 2" subfloor to joist or girder, blind and face nail ...... 2-16d Sole plate to joist or blocking, typical face nail. .• .. .. .....16d at 16"o.c. Sole plate to joist orblocking, at braced wall panels.... ...................3-16d per 16" Top plate to stud, end nail.. .. ....... .... 2-16d Stud to sole plate:.. .... .4-8d,toenail,or 2-16d, end nail Double studs, face nail... • • ..........16d at 24"o.c. Doubled top plates, typicalfacenail ........... 16d at 16"o.c. Double top plates, lap splice... ......................8-16d Blocking between joists or rafters to top plate, toenail........ .• .. ..3_8d Rim joist to top plate, toenail..... ...... ....8dat6" o.c. Top plates, laps and intersections, face nail ............ 2-16d Continuous header, two pieces.....................16d at 16" o.c. along each edge Ceiling joists to plate, toenail. .. ............ Continuous header to stud, toenail... .4-8d Ceiling joists, lap over partitions, face �nail ... ........ 3-16d Ceiling joists to parallel rafters, face nail ... ......... 3-16d Rafter to plate, toenail.. . . . . .. ...3-8d 1" brace to each stud and plate, facenail...........2-8d 1" x 8" sheathing or less to each bearing,,facenail......2-8d Wider than 1" x 8" sheathing to each bearing, face nail.......... .� .. 3-Sd Built-up corner studs ............... .....16dat24"o.c. Built-up girder and beams..... ..20dat32"o.c. at top and bottom and staggered.....#...,;..2-20d.at.ends and, -Au- each splice 2" planks ................ ............. ...2-16d at each bearing AUGUST LANE i i k 46' DRAINAGE y EASEMENT ! ! ! LEACH FIELD '!C ! j j PER BUTTE C.O. r ! ! ! ! ( STD. 30 ! ! ! ! LOT 52 ! ! 0.14 ACRES ♦ n MN C,� Environmental Health R. J U L L 4 2002 Chico, Calitomia SITE PLAN SCALE: 1"= 20'-0" NORTH GARY HAWKINS ARCHITECT JUL 2 4 2002 Revisions: Dote: 01-08-2002 Drown: Lis Job no.: 02-039 Sheet: of: t Z tV m M c N O � W 00� a peW ch `n M N Icy U L �a W LL z w>� oW:3 C) W�d 'DM f) O� m -a U V 0 M -c V- U Dote: 01-08-2002 Drown: Lis Job no.: 02-039 Sheet: of: t Z peW LL z Q W -� W Q z w>� oW:3 W�d Dote: 01-08-2002 Drown: Lis Job no.: 02-039 Sheet: of: t Revisions: Plot dote: �� d ._. =2 CN N O %4 - V c � W m�< - 00 'CO -En F. _ M c e.% Z LO LO V � co _ 4 V i cmC) i I r Z co L C7 a 40 0 ^. o C Q t; cp Q e 0 M .0 �� d Drawn: %4 - �..! 02-039 � ai _ J..FJ i i I Z co t; e �� Dote: 05-02 Drawn: %4 - �..! 02-039 ai _ J..FJ Z co Dote: 05-02 Drawn: CARLISI Job no.: 02-039 Sheet: 2 of: 4 0