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HomeMy WebLinkAbout062-300-021B07-1976 062-300-021 MISCELLANEOUS Private Garage/Shop DETACHED GARAGE 20X24=480 SQ.I 32 AZALEA LN WHITTIER BRANDON J, iJ -300-021 WH I`1 R, JOH ICKIE 3�AZA O120VILLE CONT : WNE 2 4 GARAGE Q u l 62- 2100-2468 WHITTIER, HN & VICKIE 32 AZALEA O11 VILLE CONTR: OWNER RENEWAL BP# 99-2 11 062-300-021 WHITTIER, JOHN 0,3 0305 32 AZALEA LN., BERRY C EK CONTR: OWNER -NEW SINGLE FAMILY RESI ENC 062-300.-02✓ 03.0034 Aw WITTIER, JOHN 32 AZALEA LN., BERRY CREje�;RENEWAL BP#02-0305062-300-021 2 WITTIER, JOHN32 AZALEA LANE, BERRY CONT: OWNER RENEWAL OF 03-0034 PERMIT RENEWAL DATE: Z—ZS- BP# 02 _030-5- EXPIRES: 305EXPIRES: 2—/�-1 —06 k m BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION (IVR): (530) 538-4365 OFFICE: (530) 538-7541 FAX#: (530) 538-2140 ONLINE PERMIT/RENEWAL PAYMENTS: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 32 AZALEA LN Owner: Permit No: B07-1976 APN: 062-300-021 WHITTIER BRANDON J, Issued Date: 08/20/2008 By KCG Permit type: MISCELLANEOUS 32 AZALEA LN Subtype: Private Garage/Shop BERRY CREEK, CA 95916 Expiration Date: 08/20/2009 Description: DETACHED GARAGE 20X24=480 S, (530) 514-4066 Occupancy: Zoning: TM -1 Contractor Applicant: Square Footage: BRYSON CONSTRUCTION BRYSON CONSTRUCTION Building Garage Remdl/Addn 321 DUNSTONE DRIVE 321 DUNSTONE DRIVE OROVILLE, CA 95966 OROVILLE, CA 95966 Other Porch/Patio Total (530) 589-3310 1 (530) 589-3310 FEE INFORMATION DBEH Building Review Fee $75.70 DBF Garage -Wood Frame Plan Che $233.56 DBFIRE Fire Inspection (SRA) $102.70 DBFIRE Fire Inspection (SRA) $102.70 DBFIRE SRA Fire Plan Review (S $102.70 DBMSC Garage/Shop/Strge Wood F $350.34 DBOMSCF Fire Safe Standards Re $115.98 Total Charged: $1,084.18 Fees Paid: $1,084.18 DBSMIP Residential $0.50 Balance Due: $0.00 Receipt No: B8348 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License BRYSON CONSTRUCTION 865187 / B / 10/31/2009 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors License Law [Chapter 9 (commencing with Section 7000) 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. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a peril subjects X 08/20/2008 the applicant to a civil penalty of not more than five hundred dollars [$5001; Please check one of the following: Contractor's Signature Date I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑ ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Professions Code: Section 3700 of the Labor Code, for the performance of the work for which this peril is issued. The Contractors License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the 014516 08/01/2008 Carrier: State Fund Policy Number: 713-0Exp. Date: Contractors License Law.). (This section need not be completed if the permit is or one a hundred—dollars ($100) or ess. ❑IAM EXEMPT under Section B. 8 P.C. for this reason: ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS X 08/20/2008 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 Owner's Signature Date provisions. X 08/20/2008 I hereby certify that I have read this application and stale that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, , its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE injury, including death, and property damage caused by, arising out of, or in any way connected with HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the property owner or am authorized to act on the property owners behalf. CONSTRUCTION LENDING AGENCY 08/20/2008 Name of Permittee [SIGN] Print Date 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) Owner ❑ Contractor OR; DAgent for Owner Agent for Contractor ASSESSOR COPY Lenders Address City State Zip r = 0 JV Imo!JOT PLAN UGH N� VI CKI E W H I TTI ER AS OF� 016/09/07 000 GA SEPTIC -TANK If OETA NED GAKAG E 20,"X 24' LEVE L_ WA 1/ -4-P-PROVi D PbweZ f062- 00 �l A� 3 PGa:c POWC-4Z POLE v Ln Su Gff-r. s LDPE L870RAG E:��t�TE R 0 ro 75 75 ELE VAT 10 N : i&\ZA LFA LANE s p� A P P Rox 2,3 0 0 FT �PAVED R(5An) �s Ex I S -T I.,N G - STR u CTU R ES -1 fZ �-'0 s E D R U LD rl FIRE HYDRANT A ;t062 a00 -02I BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION (IVR): (530) 538-4365 OFFICE: (530) 538-7541 FAX#: (530) 538-2140 ONLINE PERMIT/RENEWAL PAYMENTS: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 32 AZALEA LN Owner: Permit N0: B07-1976 APN: 062-300-021 WHITTIER BRANDON J, Issued Date: 08/20/2008 By KCG Permit type: MISCELLANEOUS 32 AZALEA LN Subtype: Private Garage/Shop BERRY CREEK, CA 95916 Expiration Date: 08/20/2009 Description: DETACHED GARAGE 20X24=480 S, (530) 514-4066 Occupancy: Zoning: TM -1 Contractor Applicant: Square Footage: BRYSON CONSTRUCTION BRYSON CONSTRUCTION Building Garage Remdl/Addn 321 DUNSTONE DRIVE 321 DUNSTONE DRIVE OROVILLE, CA 95966 OROVILLE, CA 95966 Other Porch/Patio Total (530) 589-3310 (530) 589-3310 FEE INFORMATION DBEH Building Review Fee $75.70 DBF Garage -Wood Frame Plan Che $233.56 DBFIRE Fire Inspection (SRA) $102.70 DBFIRE Fire Inspection (SRA) $102.70 DBFIRE SRA Fire Plan Review (S $102.70 DBMSC Garage/Shop/Strge Wood F $350.34 DBOMSCF Fire Safe Standards Re $115.98 Total Charged: $1,084.18 Fees Paid: $1,084.18 DBSMIP Residential $0.50 Balance Due: $0.00 Receipt No: B8348 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License BRYSON CONSTRUCTION 865187 / B / 10/31/2009 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such peril to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9 (commencing with Section 7000) I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 'th (commencing Section 7000) of Division 3 of the Business and Professions Code, and my license is in full for nd effect.. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 08/20/2008 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contr tors_Signature, Date ❑ I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK AND THE STRUCTURE IS NOT INTENDED OR WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that such improvements I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). — / ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED [' �rVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Professions Code: 'SeHAction 3700 of the Labor Code, for the performance of the work for which this eril is issued. The Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; ,2009 thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). Carrier: State Fund Policy Number: 713,0014516 Exp. Date:08/01/008 (This section need not be completed if the permit is for one hundred dollars ($100) or less. I AM EXEMPT under Section B. 8 P.C. for this reason: ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS X 08/20/2008 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 Owners Signature Date provisions X, 08/20/2008 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Sig`_ n�e-:) Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE injury, including death, and property damage caused by, arising out of, or in any way connected with HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. CouqVto enter the bove mentioned property for inspection purposes. I hereby certify that I am the Pr o r authorized to act pi�property o is behalf; CONSTRUCTION LENDING AGENCY S 08/20/2008 Ne of-PeFrmitt-[SIGN] 4 Print---ol Date am I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) ElOwner r ,, Contractor OR. Agent for Owner Agent for Contractor �J FILE COPY Lenders Address City State Zip .a r BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION OFFICE #: (5_10)538-754I FAX #: (530) 538-2140 A FEE WILL BE REO UIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** CONTRACTOR OWNER INFORMATION &4"S rw"ec J First e Maill Addres L66 e- city eA Phon i 3 J Ph E-mail Fax E-mail 7 CONTRACTOR Name62� 6/0 &4"S rw"ec Address a 2- "S CityJ �L 4012 City to Z' Phon i 3 Phone Fax E-mail E-mail tic. # & 7 Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Address Zip . City Fax State Zip Phone Fax E-mail State License Number APPLICANT INFORMATION Name / Address City State Zip . Phone Fax E-mail APPLICANT SIGNATURE X PERMIT NO. l9'7 BIN # PROJECT LOCATION API 0&-2 _3® Property' d5" /vA z-& City � . WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: DX Sq FT- Living GarageligoOpen Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): , For office use only: Zoning Flood Zone yC SRA es No Occ. Type Const. Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR f 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: O Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-1976 Location: 32 AZALEA LN Parcel Number: 062-300-021 Owner Name: WHITTLER BRANDON J, Description: DETACHED GARAGE 20X24=480 SQ.FT. Date: 09/18/2007 Phone: C- / Signature of Property Owner: / ✓ Date: 09/18/2007 � P rty FILE Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds 1 -lc ;v P O 0 0 0 0 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B07-1976 Location: 32 AZALEA LN Parcel Number: 062-300-021 Owner Name: WHITTIER BRANDON J, Description: DETACHED GARAGE 20X24=480 SQXT. Date: 09/18/2007 By: TMP Sub Type: Private Garaee/Shop Phone: By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality 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 this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: Title: Lj(%jC�L FILE Date: 09/18/2007 Butte County Department of Develop- ment Services a �u T Tie TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR e O 7 County Center Drive O O e e Oroville, CA 95965 O e (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds PERMIT APPLICATION DATA SHEET Reference Number: B07-1976 /Dya09/18/2007 Location: 32 AZALEA LN TMP Parcel Number: 062-300-021 Private Garaze/Shop Owner Name: WHITTIER BRANDON J, Description: DETACHED GARAGE 20X24=480 SOFT. The above permit application has the following Clearances required prior to rmit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit ap ication. Yes No DRAINAGE DISTRICT 1:1 ❑ Thermalito Irrigation District, 410 Grand Avenue, Oroville A95965-(530)533-0740 ❑ ❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 -,_/(530) -2000 ❑ ❑ City of Chico, 545 Vallombrosa, Chico CA 95925-4711 PARKS & RECRESTRICTS ` ❑ ❑ Chico Area Recreation District, 545 Vallombr sa, Chico CA 95926 - (530) 895-4711 ❑ ❑ Durham Park & Recreation District, 9447 idway, Durham CA 95938 - (530) 345-1921 ❑ ❑ Feather River Recreaction &Park Dist ict, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 ❑ ❑ Paradise Parks & Recreation, 6626 ay, Paradise CA 95969 - (530) 872-6393 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ SCHOOL DISTRICTS Biggs Unified School District, 3 0 B Street, Biggs CA 95917 - (530) 868-1281 Chico Unified School Distri , 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 Durham Unified School strict, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 Gridley School Distric , 429 Magnolia, Gridley CA 95948 - (530) 846-4723 Marysville School strict, 1919 B Street, Marysville CA 95901 - (530) 741-6000 Oroville Element ry School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 Oroville Unio igh, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext: 105 Paradise U fied School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER Record copy of Agricultural Acknowledgment Statement- See Attached Instructions City Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 r"", * Other: of Property Owner: FILE Date: 09/18/2007 BUTTE COUNTY FEE SUMMARY Permit Number: B07-1976 7 County Center Drive Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Job Address: 32 AZALEA LN Contractor: BRYSON CONSTRUCTION 321 DUNSTONE DRIVE OROVILLE, CA 95966 Printed: 09/18/2007 11:18 am Fee Description Account Number Fee Amount Paid Date Pmt Amt DBEH Building Review Fee 0021-540013-4614901-1010 $75.70 09/18/2007 $75.70 DBFIRE Fire Inspection (SRA) 0100-450001-4617240-1010 $102.70 0100-450001-4617240-1010 $102.70 09/18/2007 $102.70 DBOMSCF Fire Safe Standards Re 0010-440001-4210500-1010 $115.98 DBFIRE SRA Fire Plan Review (S 0100-450001-4617240-1010 $102.70 09/18/2007 $102.70 DBMSC Garage/Shop/Strge Wood F 0010-440001-4210500-1010 $350.34 DBF Garage -Wood Frame Plan Che 0010-4400014210500-1010 $233.56 09/18/2007 $233.56 DBSMIP Residential 1001-0-280-1011298 $0.50 Printed By: Tammie Powell 19084.18 $514.66 Balance Due: $569.52 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These. feek may change during the plan checking process. Signature: Date: 09/18/2007 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). -r California Department of Forestry and Fire Protection Butte County Fire Department Fire Prevention Bureau 176 Nelson Avenue, Oroville CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax Reference Number: B07-1976 Date: 09/18/2007 Location: 32 AZALEA LN By: TMP Parcel Number: 062-300-021 Sub Type: Private Garage/Shop Owner Name: WHITTIER BRANDON J, Phone: Description: DETACHED GARAGE 20X24=480 SORT. To meet the requirements of Government Code section 51182 and Public Resource Code 4291, Butte County requires a pre -construction inspection to pro -actively provide the below building and site requirements to the property owner. Your property is located within the State Responsibility Area (SRA) of Butte County. SRA is required to meet the below requirements: ✓ Public Resources Code 4290 ✓ Public Resources Code 4291 ✓ California Building Code, Chapter 7A ✓ Butte County Improvement Standards Requirements prior to scheduling the pre -inspection: ✓ Full plan submittal to Butte County Development Services -Building Division ✓ Driveway and building pad must be identified on site ✓ Structure location must be staked out on the building site All development within the Requests for inspections shall be made a minimum of 72 hours in advance by calling the Fire Prevention Bureau's 24 hour inspection line at (530) 538-6837, ext. 169, (When the recording comes on, enter the extension number). For the pre -inspections, the property owner or authorized agent is required to meet the inspector at the construction site with two hard copies of the site plan. I have read and understand the above pre -inspection requirements. 09/18/2007 Date Signature All of the Fire Safe Requirements are posted on the Butte County Fire Department website at http://butteriire.org/Fireprevention/protplan/l)rotplan.html Rev'd 5/7/07 FILE PC -7e->-- � .SCD C L/ .5�T- /'S s ��it/ I % g 7-n D Z D �jD ����� ��. H 5 /v 017- s7-A—ra � 7 ZD /-Su/L� 7TYIT7 _ THf-/S %��� �'� ;✓� /ll� �N SPS �T�D�s ,� ��--%�2�- y t R JIM PURSELL, P.E. CALIFORNIA LIC. 60924 WASHINGTON LIC. 38121 January 26, 2006 Butte County Development Services Dept. Building Division 7 County Center Dr. Oroville, CA 95965 2360 BALDWIN AVE. OROVILLE, CA 95966 PH. (530) 533-2131 FAX (530) 534-0902 RE: Truss Design, Revised Whittier Residence, APN 062-300-021 Contractor: Bob Bryson Dear Sirs: I have reviewed the truss designs for this project. They have been checked for conformance with the lateral design of the structure. Trusses receiving substantial drag loads have been checked by the manufacturer's engineer. My review also includes identifying and locating loads in excess of 3000 pounds. Where required, structural and foundation elements have been revised to reflect a maximum design bearing load of 1500 pounds per square foot. Where Thank you for your consideration. 7b Si0 ¢- 0 ¢j Z BUTTE COUNTY BUILDING DIVISION Jim Pursell, P.E. APPROVED P-1 :J. I LD I D' i -I1® CW, Page #1 Pv�SV-t>60 Deck: Decking 4.0 Joists 2.5 Framing 1.5 8.0 psf. 40 psf. Lateral Loads Wind: P=CeCggI where Exposure B Ce 0.62 @15 Peet Cy 0.3" in/0.9 out windward roof q= 14.5 psf @ 75 mph 0.67 @ 20 feet 0.7 out leeward roof I= 1 0.72 @ 25 feet 0.8 in windward wall 0.72 @ 30 feet 0.5 out leeward wall Seismic: V=2.5CJW/1.4R where Ca= 0.33 I= 1 R= 5.5/4.5 Soil Bearing Lateral Sliding Lateral Bearing 1500 psf Coeff.=0.30 200 psf/ft. Jim Pursell Civil Engineer Date: 101/05/05 RCE 60924 Job Number: 106-01-06 Job Name: John & Vickie Whittier Location: Berry Creek, CA A.P.N.: 062-300-021 Analysis: 2001 CBC Dead Loads Live Loads Roof Comp. Shingle 6.0 1/2" O.S.B. 1.5 Framing 5.0 Insulation 1.0 1/2" Gypsum 2.5 Snow 16.0 psf. 25 psf. Wall: Horiz Siding 2.5 3/8" O.S.B. 1.5 Framing 2.5 1/2" Gypsum 2.5 Insulation 1.0 10.0 psf. Floor: Flooring 4.0 3/4" plywood 2.5 Framing 2.5 Insulation 1.0 5/8" Gyp. Brd. 3.0 13.0 psf. 40 psf. Page #1 Pv�SV-t>60 Deck: Decking 4.0 Joists 2.5 Framing 1.5 8.0 psf. 40 psf. Lateral Loads Wind: P=CeCggI where Exposure B Ce 0.62 @15 Peet Cy 0.3" in/0.9 out windward roof q= 14.5 psf @ 75 mph 0.67 @ 20 feet 0.7 out leeward roof I= 1 0.72 @ 25 feet 0.8 in windward wall 0.72 @ 30 feet 0.5 out leeward wall Seismic: V=2.5CJW/1.4R where Ca= 0.33 I= 1 R= 5.5/4.5 Soil Bearing Lateral Sliding Lateral Bearing 1500 psf Coeff.=0.30 200 psf/ft. l�u�r 77"��r s� J AIA 13CAIIII� @. Alm %b .6 �-7 jl?i m. z-1- M PZ L, zqD�x. zz- zc, S�,,Yn > -zz 7 Il 6 3 / 5 1? 2,O :3z /�, c.PA z8 � z zTG o%� � G US9--Tf�T-.7-3/d-v :UNG GIRPGl, OooR qls F�r'►NG� z �.3 - Z 77-1, a� 3 P,n A i A I ac A,i A / - II ys KS I "V�.�I,UG 575 D.P. Y- b2sCi �S� odds 3V s=c r ---j !SGS . 0.. . _sk .L3Y. /riSP/dN. Z-( az0-1b 6rv�vvrs STrkss v6�Z D -F- F = 8?5 si 6 P i � / ��b S• S �2S = � � .. v�� �x 10 v _30q &I_ l �s sX9.zs� .. c>s-9— Whittier Lateral Analysis Note: 25% of snow load added to roof dead load for lateral analysis. Wall AO 2nd Floor Importance Factor 1= 1 Wind Roof: Windward Leeward q I P P (Coef.) (Coef.x A + Coef. x A) (@75) (Ibs) P(30)= 0.76 0.3 0 . 0.7 0. 14.5 1 = . 0 P(25)= 0.72 0.3 85 0.7 85 14.5 1 = 887 P(20)= 0.67 0.3 17 0.7 17 14.5 1 = 165 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Wall: Windward Leeward q I P = 0 (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 0 0.5 0 14.5 1 = 0 P(20)= 0.67 0.8 60 0.5 60 14.5 1 = 758 P(15)= 0.62 0.8 0 0.5 0 14.5 1 = 0 P(20)= 0.67 0.8 60 0.5 60 P (Total) =/18167 = 758 Wind GOVERNS 0.62 0.8 150 -' Wall .O 1 st Floor Wind Roof: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (Ibs) P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 P(25)= 0.72 0.3 85 0.7 85 14.5 1 = 887 P(20)= 0.67 0.3 17 0.7 17 14.5 1 = 165 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Wall: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.8 0 0.5 ; 0 14.5 1 = 0 P(25)= 0.72 0.8 0 0.5 0 14.5 1 = 0 P(20)= 0.67 0.8 60 0.5 60 14.5 1 = 758 P(15)= 0.62 0.8 150 0.5 .150. 14.5 1 = 1753 P (Total) =3563 Wind GOVERNS Seismic Roof Weight: Page - Pitch = Rise:Run Pitch Factor 5 : 12 = 1.08 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.08 x 476 x 23 = 11860 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 180 x 10 = 1800 Ca = 0.36 Total Wt.(Ib) R = 5.5 W = 13660 Base Shear (lb) V = (2.5 x Ca x I x W)/(1.4 x R) = 1597 Seismic Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 370 x 10 = 3700 Floor Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 360 x 13 = 4680 Deck Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 0x 8= 0 Ca = 0.36 Total Wt.(Ib) R = 5.5 W = 8380 Base Shear (lb) V = (2.5 x Ca x I x W)/(1.4 x R) = 979 Total Shear V = 2576 Lateral Analvsis Wall BO 2nd Floor Wind Whittier Importance Factor I = 1 Roof: Windward Leeward q I P P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 P(25)= 0.72 0.3 135 0.7 135 14.5 1 = 1409 P(20)= 0.67 0.3 27 0.7 27 14.5 1 = 262 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = . 0 Wall: Windward Leeward q I P = 0 (Coef.) (Coef.x A + Coef. x A)' (@75) (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 0 0.5 0 -14.5 1 = 0 P(20)= 0.67 0.8 62 - 0.5 62 14.5 1 = 783 P(15)= 0.62 0.8 0-- 0.5 0 14.5 1 = -.0 P(20)= 0.67 0.8 62 0.5 62 P (Total) =-/2455 / = .783 Wind GOVERNS 0.62 0.8 164 0.5 164 Wall BO 1st Floor Wind Roof: Windward Leeward, q -I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.3 0 0.7 . 0 14.5 1 = 0 P(25)= 0.72 0.3 135 0.7 135 14.5 1 = 1409 P(20)= 0.67 0.3 27 0.7 27 14.5 1 = 262 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Wall: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 0 0.5 0 14.5 1 = 0 P(20)= 0.67 0.8 62 0.5 62 14.5 1 = .783 P(15)= 0.62 0.8 164 0.5 164 14.5 1 = 1917 P (Total) = 4371 / Wind GOVERNS Seismic Roof Weight: Page G Pitch = Rise:Run Pitch Factor 5: 12 = 1.08 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.08 x 756 x 23 = . 18837 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 120 x 10 = 1200 Ca = 0.36 Total Wt.(Ib) . R = 5.5 W = 20037 Base Shear (lb) V = (2.5 x Ca x I x W)/(1.4 x R) = 2342 Seismic Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) . 300 x 10 = 3000 Floor Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 360 x 13 = 4680 Deck Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 240 x 8 = 1920 Ca = 0.36 Total Wt.(Ib) R = 5.5 W = 9600 Base Shear (lb) V=(2.5xCaxlxW)/(1.4xR)= 11221 Total Shear V = 3464 Lateral Analvsis Walls 08 O 2nd Floor Wind Whittier Importance Factor 'I = 1 Roof: Windward Leeward q I P P (Coef.) (Coef.x A + Coef. x A) (@75) Coef. x A) (Ibs) P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 P(25)= 0.72 0.3 0 0.7 0 14.5 1 = 0 P(20)= 0.67'0.3 0 0.7 0 14.5 1 = 0 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Wall: Windward Leeward q I P Wall: (Coef.) (Coef.x A + Coef. x A) (@75) q (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 30 0.5 30 14.5 1 = 407 P(20)= 0.67 0.8 60 0.5 , 60 14.5 1 = 758 P(15)= 0.62 0.8 0 0.5 0 14.5 1 = 0 J/SI�1IC. GOVERNS Walls 1O8 ZO 1st Floor Wind P (Total) = 1165 Roof: Windward ,Leeward q. I P (Coef.) (Coef.x A + Coef. x A) (@75) (Ibs) P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 P(25)= 0.72 0.3 0 0.7 0 14.5 1 = 0 P(20)= 0.67 0.3 0 0.7 0 14.5 1 = 0 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Wall: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (Ibs) P(30)= 0.76 0.8 0 0.5 *0 14.5 1 = 0 P(25)= 0.72 0.8 30 0.5;; 30 14.5 1 = 407 P(20)= 0.67 0.8 60 0.5 60 14.5 1 = 758 P(15)= 0.62 0.8 120 0.5 120 14.5 1 = 1402 P (Total) = 2567 2215 M 16 - GOVERNS Seismic Roof Weight: Page % Pitch = Rise:Run Pitch Factor 5: 12 = 1.08 (Pitch factor)x(Area)x(Wt.(psf))='Wt.(Ib) 1.08 x 756 x 23 = 18837 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 120 x 10 = 1200 Ca =0 ' 36 Total Wt.(Ib) R = 5.5 W = 20037 Base Shear Ib V=(2.5xCaxIxW)/(1.4xR)=2342 Seismic Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 300 x 10 = 3000 Floor Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 360 x 13 = 4680 Deck Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 240 x 8 = 1920 Ca = 0.36 Total Wt.(Ib) R = 5.5 W = 9600 Base Shear (lb) , V = (2.5 x Ca x I x W)/(1.4 x R) 1122 Total Shear V=Z�7 FLOO k s � Pike A PA ti�7E-0 O • _� � I-V E34 ,�z�al1 s � �'c:_ �. �., �7z f /-���=-C _F( - SA�T /, `?— 17- - . las G / , o . — c')ror� A P, - A-l.-�� c.� P. _3 C Cv 4-4 Jaz AIAir14jpl- jlz$-� UjsFz /7021 iN G _ 2 - S� P--�":::i po ?x 4�-Em Fll'` L.. l L A4� -� r� � MAt'l- @ ;ZV4 C -c,% -t P� LL) 1 .d-- P/K o NJIyt�Nl�i�1 ./g'� APA -- 5 -- 1 .z LONGFELLow LuMBER CO. INC* Quality Design • Floor, Wall & Roof Systems 89 Loren Avenue • Chico, CA 95928-7434 Phone (530) 893-0112 • (800) 678-0112 Fax (530) 893-0140 E -Mail: trusses@longfellowlumber.com vis oNj 77) BUTTEE CO UNTY BUILDING DIVISION APPROVED . kl Customer: Builders Supply Oroville Job No: Bryson 24' x 40' (Brys0914) ENGINEER Address: Mitek Industries, Inc. Redong (Ray) Yu 7777 Greenback Lane, Suite 109 Berry Creek (Lake Madrone) Citrus Heights, CA 95610 (916) 676-1900 APPROVED INSPECTION AGENCY Timber Products Inspection, Inc. AP#: P.O. Box 20455 Portland, OR 97220 (503) 254-0204 -20E (Rev. 5/05) A g i �fsPy , 0 0 0 0 N O CD ,:5 7 CO W X A 4 A O 24-0-0 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 'Center Failure Follow Could cruse Property 3/4 plate on joint unless x, y offsets are indicated. Dimensions are in ft -in -sixteenths. 6-4-8 dimensions shown in ft -in -sixteenths Damage or Personal nal Iniu 9 Injury Apply plates to both sides of truss l . Additional stability bracing for truss system, e.g. and securely seat. diagonal or X -bracing, is always required. See BCSII. 2. Never exceed the design loading shown and never 2 3 TOP CHORDS ci-2 c2-3 4 stack materials on inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and r7 WEBS c;, all other interested parties. 'For p 4. Cut members to bear tightly against each other. 4 x 2 orientation, locate U ,e = plates 0 -'rid' from outside 0- " U CL 5. Place plates on each face of truss at each edge of truss. joint and embed fully. Knots and wane at joint C7-8 cs-r c5_6O locotions are regulated by ANSI/TPI I. BOTTOM CHORDS This symbol indicates the required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected From connector plates. the environment in accord with ANSI/TPI I. 'Plate location details available (n MiTek 20/20 7. Unless otherwise noted. moisture content of lumber shall not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO B. Unless expressly noted, this design is not applicable for PLATE SIZE THE LEFT. use with fire retardant or preservative treated lumber. The first dimension is the width CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 9. Camber is a non-structural consideration and is the 4 x 4 perpendicular to slots. Second responsibility of truss fabricator. General practice is to dimension is the length parallel camber for dead load deflection. to slots. 10. Plate type, size, orientation and location dimensions LATERAL BRACING CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 in all respects, equal to or better than that by text in the bracing section of the specified. output. Use T, I or Eliminator bracing if indicated. ICBO 4922, 5243. 5363, 3907 12. Top chords must be sheathed or purlins provided at spacing shown on design. BEARING SBCCI 9667, 9730, 96048, 9511, 9432A 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but 14. Connections not shown are the responsibility of others. reaction section indicates joint --a number where bearings occur. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless indicated otherwise. Industry Standards: , A. ® MiTek ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. e BCS] 1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. M1ek Engineering Reference Sheet- MII-7473 © 2004 Mrrek® IA DONT BRACE AT BRACE MEMBERS LONGER THAN 12' ATTACH AT MIDPOINT OF BRACE W/ 2-M NAILS GABLE END STUD 2x4 HF STRONSBACK MAIL TO LEDGER W/IOdo 120OLJ — 2x4 HF LEDGER MAIL TO VERTICAL W/ 10d NAILS) s �o rr� `-A35 BRACE TO FLAT —H-3 AT 40' OAC. NOTE: THI5 DETAIL MAY BE USED FOR TR SSE5 WITH PITCHED BL. ALSO. (0) OPTION TO WEB PLATING: USE (3) - 2' KRE STAPLES (0.012 DIAM &A) TOENAILED TM CHORD INTO WEB t THRU WEB INTO CHORD ON ONE FACE FOR A TOTAL OF 6 STAPLES. (PI). (51) t MU MUST BE PLATED. tx4t DLL4.. 3-IOd NAILS EACH END 6-I0d COMMON 2xb DIA60NAL NAILS BRACE o 48' O.G. OA MAX UNBRACED LENGTH OF &ABLE END STUD. (2x4 FIR-LARW - STANDARD = 5' -II' - 01 AND BTR �— TRUSSES —� TG OL 15D PSF NOTE: GABLE END DESIGN BASED BG OL PSF BG LL OA P5F ON Z MPH WIND, EW055ME 'B' TOT1.D. 50D P5F AT 0-25 FEET MEAN HE16W DURFAC. 1.15 TYPE OF JOB DETAIL Date: 10 -Ib -o2 JOB NAME Lol..ow LUMBER Drawn: AK CITY, STATE CHICO, CALIFORNIA Job no.: 02-116 'Gary Hawkins ARCHITECT (530) 892-2700 1 370 RZDGEWOOD OR., STE.1 O FAX:(530)893-0532 CHico, CA 95973 garyatihmsbcgbbalrnef May 31, 2002 Longfellow Lumber 89 Loren Avenue Chico, CA 95928 RE: Trusses supporting A.C. Loads MiTek Industries, Inc. 7777 GREENBACK LANE SUITE 109 CITRUS HEIGHTS CA 95610 USA FAX (916) 676 1909 TELEPHONE (916) 6761900 MiTek Industries, Inc. truss designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2X scab of equal size and grade as the top cord is required for the full panel length carrying the load. Attached with l Od nails at 12" o.c. These rules only.apply to residential 2' o.c. truss applications with greater than 3/12 pitch. For commercial building span of truss shall be limited to 30'- 0" maximum. If you have any questions, please call meat 1-800-772-5351. FE 10 NG yG F2� 2� \TWA.•• • Redong Director Western RY/ek Job rus3 Truss Type Qty Ply Bldrs Supply / Bryson BRY50914 Al SCISSORS 19 1 819476027 Vert(LL) -0.26 8-9 >999 240 Job Reference (optional) ti.2u0 s Jul iJ 2005 Mffek Industries, Inc. Tue Dec 20 15:52:48 2005 Page 1 -2.0.0 6.5-4 12.0.0 17.612 24-0.0 I 2600 2.0.0 65.4 5-612 5.6.12 65.4 2.0.0 Scale = 1:48.1 4x6 = 65.4 I 12-0-0 i 17.6.12 I 24.0-0 l 65-4 5-612 5-612 6-5-4 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 25.0 (Roof Snow -25.0) Plates Increase 1.15 TC 0.50 Vert(LL) -0.26 8-9 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.57 Vert(TL) -0.45 8-9 >632 180 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.28 6 n/a n/a BCDL 7,0 Code UBC97/ANSI95 (Matrix) Weight: 96 lb LUMBER TOP CHORD 2 X 4 DF No.1 &Btr G BOT CHORD 2 X 4 DF No.1 &Bir G WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 2=1145/0-5-8,6=114510-5-8 Max Horz2=-8(load case 5) Max Uplift2=-25(load case 7), 6=-25(load case 7) Max Grav2=1230(load case 2), 6=1230(load case 3) FORCES (lb).- Maximum Compression/Maximum Tension TOP CHORD 1-2=0/86, 2-3=-3411/0, 3-4=-2501/0, 4-5=-2501/0, 5-6=-3411/0, 6-7=0/86 BOT CHORD 2-10=0/3105,9-10=0/3110.8-9=0/3110,6-8=0/3105 WEBS 4-9=0/1459,3-10=16/197.5-8=16/197,3-9=977/47.5-9=-977/47 BRACING TOP CHORD Sheathed or 3-3-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) This truss has been designed for the wind loads generated by 75 mph winds at 25 It above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 40 It by 24 ft with exposure 8 ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL Increase is 1.33, and the plate grip increase is 1.33 2) Unbalanced snow loads have been considered for this design. 3) Overhang has been design for 2.00 times live load + dead load. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. LOAD CASE(S) Standard ® WARNING - Verify design parameters and READ NOTES ON THIS AND XCLUDED MTEA REFERENCE PAGE MB -7473 BEFORE USE. Design valid for use only wtlh IW7ek connectors. This design is based only upon parameters shovers, and Is for an individual building component. Applicability of design paromenters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown k for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction Is the responsibillity, of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery. erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute. 583 D'Onohlo Drive. Madison, WI 53719. December 21,2005 7777 Greenback Lane • Suite 109 Citrus Heights, CA, 95610 MiTek® i1 1 -2-0.0 i 6.5.4 1 12-0-0 1 17.6.12 1 240-0 1 260.0 2-0-0 65.4 5612 5.612 65.4 2-0.0 Scale = 1:46.1 4x6 = 654 5612 5612 654 LOADING(psf) SPACING 2.0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.50 Vert(LL) -0.29 8-9 >986 240 MT20 220/195 (Roof Snow=25.0) Lumber Increase 1.15 BC 0.60 Vert(TL) -0.47 8-9 >600 180 TCDL 10.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.28 6 n/a n/a BCLL 0.0 Code UBC97/ANSI95 (Matrix) Weight: 96 lb BCDL 7.0 LUMBER BRACING TOP CHORD 2 X 4 OF No.t&Btr G TOP.CHORD Sheathed or 2-9-8 oc purlins. BOT CHORD 2 X 4 OF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 6-5-11 oc bracing. WEBS 2 X 4 OF Std G QUALIFIED BUILDING DESIGNER OR PROJECT ENGINEER SHALL REVIEW THE INPUT LENGTH AND PLACEMENT OF CONNECTION TO TRANSFER LATERAL FORCES TO THE SUPPORTING STRUCTURE AS STATED IN THE DRAG LOAD NOTE BELOW. REACTIONS (Ib/size) 2=1145/G-5-8,6=1145/0-5-8 Max Horz2=-8(load case 5) Max Uplift2=-307(load case 18), 6=-307(load case 19) Max Grav2=1512(load case 11), 6=1512(load case 12) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/86, 2-3=-4695/1189, 3-4=-3128/536, 4-5=-3128/536, 5-6=-4695/1189, 6-7=0/86 BOT CHORD 2-10=-1080/4222, 9-10=-339/3574, 8-9=-339/3574, 6-8=-1080/4222 WEBS 4-9=0/1459,3-10=22/197,5-8=22/197,3-9=-1031/100,5-9=-1031/101 NOTES 1) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 40 It by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL Increase is 1.33, and the plate grip increase is 1.33 2) Unbalanced snow loads have been considered for this design. 3) Overhang has been design for 2.00 times live load + dead load. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. . 6) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) This truss has been designed for a total drag load of 2500 Ib. Connect truss to resist drag loads along bottom chord from 0-0-0 to 24-0-0 for 104.2 plf. LOAD CASE(S) Standard / H-7473 BEFORE USE. r end READ NOTES ON THIS AND INCLUDED MITER REFERENCE PACE M WARNING -Verify design parameters ® Y @P Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component. Applicability of design paramenters and proper incorporation of Component a responsibJity of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing. consult ANSI/TP11 Quality Criteria, DSB-89 and BCSI1 Building Component SLrety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Imo"..% U .Z r $� ' s�>r tBJi07 k C'lv%x r �� OFC January 6,2006 7777 Greenback Lane Suite 109 ma Citrus Heights, CA, 95610 ; i MOV job Truss Truss Type y Ply Bldrs Supply / Bryson LOADING (psf) SPACING 2-0-0 CSI DEFL R1960J960 BRYS0914 A2 GABLE 1 2 Job Reference(ootionatl wnymuvw wnwnr w., urc., Chi-, C.. 95926-7434 8.200 s Jul 13 2005 MiTek Industries, Inc. Thu Jan 05 10:34:44 2006 Page 1 20 I 6-5-4 I 12-40 I 17-6-12 24.40 _ 26-0-0 2-0-0 65.4 5-612 5.612 65-4 2-0.0 Scale = 1:46.9 8x8 = NO TOP CHORD NOTCHING IS ALLOWED WITHIN 48" OF THE HEEL JOINTS. 3x8 4 3x8 a CONN. OF GABLE STUDS BY OTHERS. 3x8 3x8 5.00 FIT 4x6 \\ 4x8 3x8 3 \ 5 3x8 3x8 % \�'\� 3x8 6x16 MT20H = - 10 8 it 1.5x4 II 1.5x4 II 402 = 4x12 3x8 = 2.50 F12 3x6 = \J 65.4 I 12.0-0 I 17-612 I _ 24.0-0 65-4 5-612 5.612 65-4 Plate Offsets (X Y): 12:0 -5 -4,0 -0 -2],[2:0.10 -14,0 -4 -11,[3:0 -5 -0,0 -2.0),[4:0 -3-8,0-1-12],[5:0-5-0,0-2-0),[6:0-5.4,0-0-2),[6:0-10-14,0-4-1] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.67 Vert(LL) -0.35 9-10 >804 240 MT20 220/195 (Roof Snow--25.0)Lumber Increase 1.15 BC 0.88 Vert(TL) -0.58 9-10 >486 180 MT20H 165/146 TCDL 10.0 Rep Stress Incr NO WB 0.92 Horz(TL) 0.38 6 n/a n/a BCLL 0.0 Code UBC97/ANSI95 (Matrix) Weight: 266 ib BCDL 7.0 LUMBER TOP CHORD 2 X 4 DF No.1 &Btr G BOT CHORD 2 X 4 DF No.1 &Btr G WEBS 2 X 4 OF Std G OTHERS 2 X 4 DF Std G REACTIONS (Ib/size) 2=3285/0.5-8, 6=3285/0-5-8 Max Horz2=8(load case 6) Max Uplift2=-28(load case 7), 6=-28(load case 7) Max Grav2=3688(load case 2), 6=3688(load case 3) BRACING TOP CHORD Sheathed or 5-3-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/201, 2-3=-1 08 1 510, 3-4=-7982/0, 4-5=-7988/0, 5-6=-10815/0, 6-7=0/201 BOT CHORD 2-10=0/9842,9-10=0/9862,8-9=0/9863.6-8=0/9843 WEBS 3-10=-18/148,3-9=-2385/52.4-9=0/4149, 5-9=-2380/54, 5-8=-18/146 NOTES 1) 2 -ply truss to be connected together with 0.131"x3" Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (8), unless otherwise indicated. 3) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 40 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL Increase is 1.33, and the plate grip increase Is 1.33 4) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MITek "Standard Gable End Detail" 5) Unbalanced snow loads have been considered for this design. 6) Overhang has been design for 2.00 times live load + dead load. 7) All plates are MT20 plates unless otherwise indicated. 8) Gable studs spaced at 1-4-0 Do. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) A plate rating reduction of 20% has been applied for the green lumber members. 11) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Continued on page 2 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE. Design valid for use only wth MiTekconnectors. This design Is based on yu on parameters shown and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage. delivery, erection and bracing, consult ANSI/TPIt Quality Criteria, OSB -89 and BC511 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive. Madison. WI 53719. qyi,05 l6 C 171 ail lzc CAl1s�'a� January 6,2006 7777 Greenback Lane Suite 109 Citrus Heights, CA 95610 JOD Truss Truss Type MY y Bltlrs Supply I Bryson BRYS0914 A2 GABLE 819603 960 I nnnloanwl „mher rn Inn rh,nn re aco�n_��ae I1 _ rence Job Refe(optional) ___ ----- a. s uul Ia 4uua ml r eK Inausuies, Inc. I nu Jan US 10:34:44 2008 Page 2 LOAD CASE(S) Standard 1) Snow: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1.2=-210(F=-140), 6-7=-210(F=-140), 2-9=-14, 6-9=-14 Trapezoidal Loads (pif) Vert: 2= -211(F= -141) -to -4= -240(F= -170),4= -240(F= -170) -to -6=-211(F=-141) ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED M?EX REFERENCE PAGE MIF7473 BEFORE USE. 7777Greenback Lane mom Desi n valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an individual building component. Suite 109 AppllCablity of design paramenters and proper Incorporation of component is responsibility of builtling designer - not truss designer. Bracing shown Citrus Heights, CA, 95610 is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ax E fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCS11 Building Component Safety Information available from Truss Plate Institute. 583 D'Onofno Drive, Madison. WI 53719.-1�K.... wl I,4 —vq x, � , Wo,alTTIERso�syszzz ► ` essazsins ;; J �z ' � y r ,s t 307 IMPEsRIA�LBEACHBLVD APT INIPERIAL�BEACHC °'� "#° « s t� � .- � � r "' '" 5" ' ''' � '' "'� ` •r ' . �'�Q�, /i���"..3�'y sl °5°i3�f4 i w y t;MY� � ' V✓ , eGI�,.S�8B0��Al��s@�� . ,��. ������" mt � � ��« �����5 ,`.Y^ � , utuePeank OravilieFinan]La l Center F w'"c 2001.OroDam 61vtl' a � 1 800 :788 7000 � - �- Oroville CA 95966 < a ,,�.� 241rour Cus[ome Seiviee t r r t ...,jJ9"Rv.»�, �`—o MENEM 1 X, ��h � h. y.ai t,. �=8. 7! M rf'�',"i� G �6�6 ��, 7r�7 9 u x 1R 5 ��� . .t 3e)n -OZ% BUTTE -COUNTY FEB -2-5-2005 DEVELOPMENT SERVICES - 0 -7 � ERVICES- v-7-�) - /)C -© 2/ 4. F �, �- _ - -�,� i.:. �,�:��! F ��.�� � .. r�i1�,n�V x,tCt� M! ;1i � y li.r __ -S �..�.J4 fS yA wr. ^ 4"� 0 (' aJ I ` F�> , .� ,.,s, .� _' .: � t< � � ., 9 -� ti a`� ) x.L �,�:��! F ��.�� � .. r�i1�,n�V x,tCt� M! ;1i � y li.r __ -S �..�.J4 fS yA wr. ^ 4"� 0 (' aJ I ` COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUIL G DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone ( 538-75 P RMI 0. (Rev. 12/96) APPLICATION AND PERMIT (',] k/- t4L' ASSESSOR PARCEL NUMBER w OWNER I ZONING T ONE BUILDING PERMIT SO. FT. OCC. BUILDING VALUATION .OWNER'S IUNG DFIEStr 11 CY TELEPHO CONTRALTO el CONTRAC ORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS go Permit Fee 4W $ SLI Plan Checking Fee $ BUILDING ADDRES 'el Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARC L 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 gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ model ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ,.. Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT I Filing Feel 20.00 a00VOR LESS Main Service zo.A OR DESS 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, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereb affirm under penalty of perjury that I am exempt from the Contractors License Law r 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 46.00NEW CONST. DWELLING OCCUP. so OR ADDNS. 6 ACC. BUDS. 3.5¢FT gESID. MULTI -OUTLET @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FORLIRES g20 O 1.00 FUCED APPUVS. OR Ex. Occup. ouTLt�s RESID. EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 her y affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit 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.) CY 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' compen tion laws of California, and agree that if I should become subject to the works compens r visions of section 3700 of the Labor Code, I shall o-ith o piV wit o rojiisions. _ ate-- Signature of Arm- ❑ ner Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in heigh . Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ O HAZ. o FEES IMP FLOOD CDF U This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated alilove for whic s have been paid. N By C Date PERMIT EXPIRES ON �j 7&.S- Dale Receipt No. WHITE-D.D.S.-13.D._____ CANAR -ASSESS R PINK-INSPEMOR GOLDENROD -APPLICANT I COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - 7 County Center Drive • Oroville, California 95965 • Telephone (Rev. 12/96) APPLICATION AND PERMIT BUILDING DIVISION (530) 53 7541 PERMIT NO. ASSESSOR PARCEL NUMBER 062-300-021 ZONING 'Irl 1 BUILDING PERMIT OWNER WITTIER JOHN TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 25 LINDA LOMA DRIVE OROVILLE CA 95965 CONTRACTO7R�'77SNA�NAME OVJLVI:,1\ TELEPHONE CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace LENDERS MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE N0. Filing Fee $ 20.00 Permit Fee /-437.00 $ 218.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 32 AZALEA LN. BERRY CREEK. CA 95916 Energy Plan Checking Fee $ $ PERMIT FEE $ 23$.50 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF NXDuplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump 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: RENEWAL OF BPA 02-0305 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home SI GI W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 600VMain Service 20 0A 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 in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: [� I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 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 9 the permit is for work of a valuation Of one hundred dollars ($100) or less.) l>� I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the worker ' compensation ' provisions of section 3700 of the Labor Code, I shall ii)1 comply wi vi;ions. Date Q igna ure of AP ant er 101Contractor ❑ Agent An OSHA permi equired for exbaXalioover 60" deep and demolition or construction of structures over 3 stories in hep ht. Main Service 200A TO 1000A 46.00 NEW CONST, DW ELLNG OCCUP. SO OR ADDNS. a ACC. S.3.50FT. NON-RESID. MULTI.OUTLET @7.50 aPSIOWERNGLE APPARATUS OUTLET CR. 20 @ 1.00 EX. OCCU OUTLET OR FIXTURESBAL @ .50 FIXED APPINS. OR 5.00 Ex. Occu OUTLETS RESID. EA Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FET= $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 238.50 HOZ. p. FEES IMP I FLOOD I CDF PARCEL I PD 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. 1 By 2y�ate PERMIT EXPIRES ON 2/14/04 Pate Receipt No. . J WHITE-D.D.S.-B.D. CANA - SS SSOR PINK -INSPECTOR GOLDENROD -APPLICANT RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY Owner: w Of TT -(E K Building Permit Number: Q/ 6 t% 0 Plans Examiner: Glenn Gibbons A. P. Number: GENERAL: Zoning requirements — (number of permitted living units). 2"' Plans signed by the designer. X" Proper description of work on the application. ,4/ Existing violations on the property. �5. Recorded notice of violation. Building permit valuation. PLOT PLAN: Complete parcel size and dimensions. Setbacks, side yard, easements, etc. Other buildings or structures. C/ Grading, fills and/or drainage. ,k• Flood hazard. k.' Special conditions on Parcel Map: Noise ❑ SRA R Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ �7 Federal Aid Route and/or Federal Aid Secondary Route setback requirement. e8' Building or utilities across lot lines (Lot merger approval by Butte County Land Development.) FLOOR PLAN: ,Y. Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). e3: Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). A! Skylights (Uniform Building Code section 2409 & 2603.7). I.i' Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). '1. Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). Wood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). �4. Smoke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 •Yf. Water closet clearances (Uniform Plumbing Code 408.5). K. Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). X1 Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). ,TRUCTURAL DETAILS: 1 Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. X Clerestory requiring balloon framing and/or engineering. A! Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C). 51" Floor construction details complete enough to construct building. .tom Elevations and wall construction details complete enough to construct building. �?7 Roof construction details complete enough to construct building. `/z Pty w66Y � Q $ " SQA(4 B' Fireplace construction details and calculations if necessary. k: Garage door header size(s). 10 Porch header size(s). V. Typical header size(s). 1rT. Stud heights. J6. High expansive soil — special foundation design required. 1.41( Retaining walls requiring design. ?5. Gypsum wallboard nailing inspection required. }� If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. til: Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS ITEMS: JV Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). Z. Guardrails (Uniform Building Code section 509). ,te Brick or stone veneer (Uniform Building Code section 1403). 4' Exterior plaster — weep screeds (Uniform Building Code section 2506.5). <_r Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2,15-D-1 & 2). �6. Foam insulation — protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). � Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Z0. Attic access and ventilation (Uniform Building Code section 1505). jY Sound requirements. k2: Energy design compliance and supporting documentation. ,V. CDF responsible area requirements. � BUILDING PERMIT REQUIREMENTS: 13.1. SRA. 13.2. Flood elevation certificate. 13.3. ❑ Fire Sprinklers required. 13.4. ❑ Special Inspection requirements. 13.5. ❑ Use Permit conditions. 13.6. ❑ Sub -Standard Housing letter. Page 2 of 2 a�aGloa PRS �� ��. m tulvma A4ro F �. n r BUTTE COUNTY DEVELOPMENT SERVICES''; -., Complainant: Address: Phone Number: Other Comments: Inspector must draw a plot plan with all building locations: Additional Comments from Inspector: 2 . 062-300-021 99-2211 WHITTLER, JOHN & VICKIE AZALEA, OROVILLE CONTR; OWNER 86 U f-(zl 24 X 24 GARAGE Q 14 f 062-300-021 00-2468 WHITTIER, JOHN & VICKIE 32 AZALEA OROVILLE CONTR: OWNER RENEWAL BP# 99-2211 062-300-021 01-0170 WHITTIER, JOHN 32 AZALEA LN., BERRY CREEK CONTR: OWNER NEW SINGLE FAMILY RESIDENCE tf COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chicd�, CA - j530) 891-2751 7 County Center Drive * Or6ville, CA & (530) 538-7541 CORRECTION NOTICE PERMIT NO. ` Aroutine inspection indicates that the following violations orbutte county Ordinances exist utthe u»uvo uudmas and should be ommoteo p|ouuo nvxvo this vmoo when ovn0000n of work is ovmp/eteu. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. � /?V J / -1 14 � . ' ' ' � ' � � , � � � 41 ZOURTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISIONba 0%� 17 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 062-300-021 ZONING �M I BUILDING PERMIT OWNER WHITTIER JOHN TELEPHONE 533-6446 SO. FT. OCC. BUILDING VALUATION 790 r 38 880 00-- .OWNERS MAIUNG ADDRESS 25 L CONTRACTOR'S NAME OWNEf: TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation Is 54,960.00. ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS 32 AZALEA LN. BERRY CREEK CA 95916 Energy Plan Checking Fee $ $ PERMIT FEE $ 764.05 IAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 56.00 USEOFSTRUCTURE SF & Duplex ❑ Mobilehome [3pip Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 5.00 Each gas water heater or vent 15.00 L5. 00 TYPE OF WORK New ® Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW STN F. MT Y RESIDENCE, Gas piping system 1 - 5 outlets 15.00 L5.00 Building sewer 15.00 L5.00 Mobile Home S G W @20.00 PERMIT FEE $136.00 ELECTRICAL PERMIT Fling Feel 20.00 Main Service za.VA 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 in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law or 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 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 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.) 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person any manner so as to become subject to workers compensation laws of Califo ia, and ee that if I should become subject to the w kers' compensati n pr islon ection 3700 of the Labor Code, I shall with co ply those vi X _ .y v Date �� 1 _ Signet of ppl cant :'- owner ❑ Contractor ❑ Agen An SH permit is required for excavations over 5'0" deep and emoli on or construction stru res over 3 stories in height. Main Service 200A 1000A TOLING 46.00 ' NEW CONST. DWELLING CCU EE ( C.LDS. . 3.6Q SOFr. 50.40 NEW CONST. MULTI-O�LET NON-RESID. @7.50 APPARATUS 8 SINGLE Otm.ET CIR. Ex. Occup. OUTLET FIXTURES FURES BAL p': 0 Ex. Occup. oFlxuTLEEDrs .a.) FE 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 93.40 . MECHANICAL PERMIT Fling Fee 20.00. Heating HEAT PUMP 30.00 Cooling Hood 6.50 01-50 Ventilation PERMIT FEE $ 56- 9n Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ CONST. TYPE TOTAL FEE $ 1095.95 HAZ. D. FEES IMP FLOOD COV t/ PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicate ve for which fees have t By PERMIT EXPIRES ON Z the applicable provisions Resolutions to do work been paid. Date Z I () b 3 pg ptNo. 314519 -7 .j WHITE-D.D.S.-B.D. CANA Y -ASSESSOR' PINK -IN PECT R GOL NROD-APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive a Orovillel California 95965 - Telephone (530) 538-7541 PERMIT No. Rev. I2A6) APPLICATION AND PERMIT "N""PA'"m �9 — �� Q 2"" 7— ( BUILDING PERMIT fir// SO. FT. OCC. BUILDING VALYATION oo►rrRCMw', rws oOMWAPOWN UMM 2 yb {)loon UAMre ADOR=$ �� pl pq�q ucase uo. AAMW opt 00MU 17 PALM ADDFCU LOT110.I sueD K10118 WM / . - I FAMV. YN USEOFSTRUCTURE SF Duplex O Mobilshome O Other �PeCE^/ 1,( TYPE OF WORK New L� Addition ❑ Remodel O UOTAfes O inssanlstion O Other O Describe Work: q /I-/). I qL1 o° *PERMIT FEE PAID SRA SHERIFF OTHER AMOUNT RECEIVED *RECEIPT NUMBER 4 * TO BE PVT INTO COMPVTER rpm PERMIT FEE J CODV Fireplace I Filing -Fe -91 20.00 Main Service am 2WOORRLESS Total valuation = Main Service looA To loos► 48.00 Filina Fee o E 20.00 Permit Fee 3 00 S Plan Checking Fee `1,05 S Energy Plan Checking Fee S �— S PERMIT FEE S PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 l r Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 / Building sewer 15.00 Mobile Home ISI GI WF-- @20.00 PERMIT FEE S ELECTRICAL PERMIT I Filing -Fe -91 20.00 Main Service am 2WOORRLESS 23.00 Main Service looA To loos► 48.00 CONST. OWELINO OCCUR OR ADW4. A ACC. n8. ei 3.StE'aa r Ex. Occup. ofLU oR MURE, Ex. Occup. s�°,p rA 5.00 Temporary Service # 23.00 Mobile Home Facilities 20.00 3 •Y0 PERMIT FEE I S 6AECHANICAL PERMIT I Filina Fee 20.00 l Heatin 6.50 Mobile Home Installation Fee is Energy Inspection Fee Is occ CONST. TYPE E=1 EES N0 COFPO ND MK 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 n COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISIO1V.% 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 ;t .y.. PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL ER: Proposed Building U e: uildmg Inspector: �J Date: / At time of permit applic tion, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By 0I All items have been submitted . -r ---------------------------- •2,..L "lot plans, 3/4 sets, signed by the preparer of plans. ------ OIZQomplete plans, 3/4 sets, signed by the preparer of plans. 694QEngineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes!--------- arg.'_tnergy Design Compliance and supporting documentation. ------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ---- 118. --- ❑8. Hazardous Material Form. ------------------------------------- 0 9. Manufactured Home data and installation instructions including Tie Down pecific do .--------------- - -i--�-- 1 .Fees of $------------------------------------- Impact -------------------------------- - - ' ---- -- ----' Impact fees as shown on the attached schedule. ------------------------------I-_------------------------------- CaliforiaDepartment of Forestry plan approvaUfees.------G'h .---1----��-�- =' ------ ❑ 13. Flood elevation certificate ---------------------------------------------------------------------------------------- Sanitation and plot plan approvalQR Health Department. ------------------------------------------- 15. City of Chico plumbmg penmit.----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------- ❑ l!17. Planning approval for (A) Use: t (B) Parking: -• PfIIq(Contact Land Development about ❑ Improvements, ❑ Drainage, 0 Legal Parcel. 1119. Encroachment Permit for driveway (construction approval prior to occupancy). 020. Pre -inspection Pre -inspection for required. Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). t!22. Workers' Compensation carrier and policy number. ----------------------- E123. Owner -Budder Verification (Given to owner ❑, Mailed to owner ❑). -- E124. Letter of signature authorization. ------------------------------ Recorded copy of Agricultural Acknowledgment Statement. 026. Letter of intent on building use. -------------------------------- 027. Manufactured Home utility clearance. ----- 028. Existing violations and/or expired permits. 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 1130. Other: 2e,,lue the permit, ro�s as follows ❑ Mail to owner, ❑Mail to contractor. ephone you issS3 3 " "I (Q and hold for pickup at ©� office. ❑ S-nZ-UG t- 222/o Annlicant• Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Depai Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ 1. Index permit application for the above items numbered: 2. Additional items required: (Date) 7 -y3 -0-0a- j 63�;Cate: Wi')'4or. fJ r 101Aq '" Date: By: Date: By: 0 MPlan Check List Contractor, designer wner, was advised of the above required data by ❑ phone,A mail, ❑ Building Division counter, by Z& Date: P_- C�, Q Contractor, owner, was advised of the above required data by#phone, ❑ mail, ❑ Building Division counter, by. Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter; by Date: Plans reviewed by: Date: Plans approved by: Date: - Sets of plans on hold inAPlan Cabinet, ❑ A.P. folder. Note transfer by: Vj Date: — V,.1L....!'b._-.. Tl. ---...-ate , _f.'l Cq------- n--', .,• - -rte• •. _. �J WTV­ COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION j " 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER PR OED BUILDING USE r UILDING PERMIT FEES --Balance Due ....................................................... I --Additional Fees Due ...... :.................. ................... --Additional Fees Due ........................................... --Revised Plan Checking Fee ................................. $ l 2. SCHOOL DISTRICT FEES (paid at Dit 3. SHERIFF FEES (paid at Building Division) � ,. Residential .................................... 1 x $360.00 = $ 3leO -od Units A.P. # 0'"g� DATE �C9 RECEIPT # DATE REC. '_. Sq. ft. 4. URBAN AREA FEES .Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. 5. RECREATION DISTRICT FEES r 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) $_Z7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) / 47 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE 42500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT v DAT / t Pursuant t Gov rnment Code Section 66020, you are hereby notified that items. 2, 3, 4, 5, 6, 7, 8, 9, and. LO C?//11 abovV�ay have been imposed, n yor project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items d rin which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) ° x I 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; unnecessary delay in processing and issuing your building permit. No building permit will.,,, be issued until this verification is received. 1. 1 personally PI ' to provide the major la r and materials for construction of the:-,,-. U proposed pro rty improvement: YES NO 2. 1 HAVE HAVE NOT[ ] signed an application for a building. permit for the proposed work. 3. 1 have contracted with the following person (firm) to provide,. Alker!D- p pq construction: NAME: ADDRESS: crry: PHONE: CONTRACTOR'S LICENSE NO. 4. 1 plan to provide portions of this work, - but I have hired the following personst to coordinate, supervise, and provide the major work: NAVE: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. 1 will provide some of the work but I have contracted (hired) the followipg4iersons to., provide the work indicated: NAME ADDRESS PHONE TYPE OFV-0 FIMM - - 5 �W SIGNED: I romExIMAIV47, I PROPERTY OWNER:_1 DATE:—() NOTE: This owner -Bu- /der Verification is required by Section 19831 and 19832 of the California Heilthafid Safety Code.' This verification must be completed and returned to our office before we are permitted to issue the permit. 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 work, with the exception of various trades that you plan to'subcontract, you should be aware of the following info for your benefit and protection: 0 If you employ or oth ise engage any p ns other than your immediate family, and the work (including materials and other costs) is, or mo for the entire project, and such persons are not licensed as contractors or subcon ctors, en yo be an employer. 0 If you are an employer, you 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 contutions. 0 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. ` 0 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 "ownerbuilder" 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 ow'n' 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. ly, M*el C. Viira, C.B.O. Madager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. School District A.P. Number Property Owner BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) Building Department No. Jurisdiction:'city County W TT JoHd, Property Location/Address 32 .4 4A `.6 Al Subdivision Lot No. Residential Development M ................................................................................................. ................. Sq. Footage -720, -- No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # ................................................................................................................... *(No foundation inspection): CpMrTierpial/Inclystrial •t :J, -,`-"-So Fotagp I �f.,I New" Addftio'n (including Exterior Roofed Areas) Building Department Representative (Floor Plans reviewed by School District /D; strict Identification No. -020084 ((ADV) 116(1n,-m4� School, District certifies that at (Street Address) (City) has complied with the requirements of Resolution No. representing square feet. School District Representative Paid by Check # _VII Remarks: Date Applicant) &,qq 4- jPhdne Number) (State) fZip Code) I by'payment of $ AB 2926 FULLMIT ULL =MITIGATItbe 4 I I I - �' / I Notice: You may protest the imposition of the fees identified above by submitting a written protest toAhe Districein compliance with • G 6010(a), 'Within 9 Timely written 'protest will,prohibit': qver.nment Code' 6 0 days -from the date fees are paid., Failure to submit a you. from challenging th.e"inipoilitio'n of ihi fees in any `court action. jf, subsequent to the School.Distnct Representative signing this Butte County, Schools Impact Fee Certification Form, the tchodl,Districf is; notified by the applicable Local Plannino Agency that this project is being reviewed un d er . the California. Environme . ntal Quality Act (CEGA), this projeict may be subject to additional school fees to fully mitigate its impact on the school district's ,sc ho ols. White (applicant), Yellow (building department)', Pink (school district) -feeformAls 11 0/98)dmm AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 COPY of Document Recorded 12 -Feb -2002 2002-0007263 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required thisacknowledgment 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: 0T 1 ct /qS 3H0U)rJ 0 I ryT CER7-t9it4 MigP FA/ f?TGE, MiqP w,95 kECORL)E,p //\/ TIV E p Xr/ CE o F- 7H E R OF THE 0-0o r\j� OFS0 M�~ S TIVE oF /OR Ii oIVJ0W cls /9,5c7 1-/U orA�T Pn��CS� 3OUCK '/ q AADS l Date PROPERTY OWNERS: State of California County of before me, personally appeared personally !mown to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal Signature. A.P. # Seal: E. . USE ONLY Plot Plan Attached Floor Plan Attach_ Sent to z I TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: ironmental He 8/96 Specialist 44g 2 /--� -"2 Date -10'-0n IN j LINE 5'-6" ��,� 2rr -- 8' 4" � n 4'-0" x 2'-0" 4'-0" x 2'-0" Ln H jlHns CONCRG'M PAD _r HEAT pomp STORAGE ROOM I to k EXTERIOR WALLS WILL BE 6"WXB"H16"L Q REINFORCEDCONCRETE BLOCK CONSTUCTION. INTERIOR WALLS WILL BE 2X6" STUD WALL CONSTRUCTION COVERED WITH 112" SHEETROCK ALL EXTERIOR WALL ELECTRICAL PLUGS ANDco RECEPTICLES WILL BE IN CONDUIT. 00 a 29-9- An '=9 rr 0 co v ` GARAGE AREA UTILITY ROOM °Q co w O ------------I 4 r -0n F� pk � iV to 10 co T I I e b r a O I. �----------------------`----------------- " 1. 19' 8" - 104" - �S�WER LINE TO SEPTIC 1 TANK . E 1N fi 7 32 AZALEA LANE FIRST FLOOR PLAN: • � SCALE 114"m 1', DATED 01/04/01 N I 9 C D I =3cn �D \ - j� c S );-+f 1 � W v CD 1 � V M LU �C= c �y UPPER LEVEL LIVING SPACE 888 SQUARE FEET 1X--8" zi 6' 6" 29'-11 " N h S w L l l;,W 3 m m BOO i c < m I ' � CCD � 1 ' : r - I t.. PLOT PLA N JOHN I YICKIE: VvH iTrila-pZ 32: AZALEA 14AN 2 g Zttl 7 CQUAUentca c►yt 01wite, fx� �. COMPERED „DECK I 24 OV E R_ T 'P GARAGE l- / I_ 1q�1'L 1 NG �5 !Te T zoa ANP SUB PMEL I: 100 0 GAl-. , SEPTIC TAN 1<1 jf � L0 OVED R i 200 AMP T 0 G 2-30 0 -021 f PGR POWERPOL�,, 7.51 ,,JPRo� 2-j300 Fr FjG70RAG� jfiEL7ER 1' -SCIG `� \ SLOPE= � Lil Butte County cnviro-nmental Health Date 1 Signature T � / / AP-* 0 62 300 ^OQ / WXA ER MAI N �/5 A7_ALEA LANE SLOPE ( PAV E ID RO AD � F,Rt H- DANT MR& MRS JOHN G. WHITTIER 25 LINDA LOMA DRIVE OROVILLE, CA 95966 September 19, 1999 Butte County Planning Department Dear Sir: Request your approval for a building permit to construct a garage in the Lake Madrone area, parcel # 62-300-021 of Butte County. I plan on building a new home on the lot in 2 '/Z years when I retire from Federal Civil Service. 'The building site has an approved septic system to accommodate a three-bedroom home and is connected to the water system from the Lake Madrone Water District. The garage will be utilized for storage of saws, tools and building materials and use of bathroom facilities. The building will not be utilized as living quarters for sleeping and eating. I presently own my home in Oroville and plan to reside in Oroville until my retirement. I plan to sell my home at that time and use the capital to construct my new home. Your consideration to this request would be appreciated. John G. Whittier 1� COUNTY OF BlJ*TE - DEPARTMENT OF DEVELOPMENT SERVICES OWNER'S STATEMENTOF USE - DETACHED ACCESSORY BUILDING PN: ONE: BUILDING PMT. 8 TM- I OWNER: d 0 H %l � \/I CI -,-.I E \/\,/ H 1-1 Ti T—::R PHONE:530-533—b/,-+4(--.,, MAIL ADDRESS: P-5 LINDA 0 M A p RI y O Rov I L -L -r-- , Qh 95 9 6(�' SITE ADDRESS: A Z A L -E ,6,\ LAN _ M f—::Av\/_ VA L- LE 1 A D4) I. —ii V I V PROPOSED USE: SToP-,f\ y C O f= 5,6\vus_-toOLS , 2 U ( [JD I NG MAT I A7 ROOM � ;L 3 ARK �( E 0171 C,F . A R N O MR= I S -CO M P1FT-E,a- TH EG A RAS F VA I LL 87F Q05D R4R SiORAC-iF Ole -1W0 VEH (C,ES, WDRK SHQR `ARErft ^NO WAS=H Rob M PLEASE ANSWER QUESTIONS 1-20. PLEASE EXPLAIN YES ANSWERS (2-18) IN THE SPACE PROVIDED ON THE REVERSE OF THIS FORM. (PLEASE PRECEDE EACH COMMENT WITH RELATED QUESTION #) GENERAL INFORMATION: 1. Is there a primary dwelling on the property? Yes: No: 2. Is the structure already built, under construction, or under notice of code violation? Yes: No: 3. Will items produced in this building be offered for sale? Yes: No: 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: 6. Will this building be occupied at any time as a sleeping quarters? Yes: No: 7. Will this building be occupied at any time as an eating area? Yes: No: 8. Will this building be occupied at any time as a cooking area? Yes: No:. 9.. Will this building be occupied at any time as a living area? Yes: No: SITE CONDITIONS: 10. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes: No: 11. Is any portion of the proposed structure located closer than 20' to your front property line? Yes: No: 12. Do you plan to add a driveway or modify ebsting access to a county maintained road? Yes: No: 57 13. Will the proposed structure encroach within any recorded easement? Yes: No: X_ CONSTRUCTION FEATURES: 14. Will this building have insulated floor, walls, or ceiling? W A L. L -S Yes: No: 15. Will this building be heated or cooled? Yes: No: x_ 16. Will this building have a water closetttoilet? Yes: x No: 17. Will this building have a sink? Yes: )_ No: 18. Will this building have a water heater? Yes: x No: 19. What type of floor covering will the building have? CO N C R r= T E S Lia B 20. What type of wall covering will the building have? H A RU 1 PL R lel!; C0 N C—k 5TE LPt 1 U f N C ADDITIONAL INFORMATION: 5 E G A TTR CH:1J L -E TFF—IZ FOP, R EQ O Es -T FOR A PR OVi - PDR B U I LO l N C PEk M lT I hearty affirm under penalty of perjury thea ve infrometion is true and correct. I understand that any changes to the use, or character of use, of this building will regui� pemdts from the permitting authority understand that Real Estate Disclosure laws require disclosure of this Information if or when offered for sale. DATE ` OWNER'S FOR DEPARTMENTAL USE REVIEWED BY: ST£vr- L -Ot 4A/NIM1, DATE: 9126/99 T COMMENTS: L Errne /s F-0 f7 A t 0AVIAJ11 r, SAA / J COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 � PEyIr� NO. (Rev. 12/96) APPLICATION AND PERMIT ®b�f ASSF6WYAc �,�g21 ZONING�1 BUILDINGPERMIT OwNYOHN"J7&& V�IICKIE WHITTIER TES 533-6446 SQ. FT. OCC. BUILDING VALUATION 1,B MAIL �rDpR L TOMA DR, OROVILLE 95966 CONTRACTORS NAME� TELEPHONE CONTRACTORS MAILWG ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee 126.00/2 $ 63.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 32 AZALEA OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ 83.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.0023.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat um water heater Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addlion ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: RFN WAT, BP# 99-2211 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G . W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main 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 in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law fp( 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 OCCUR sD BLDS. 3.5QFT OR ADDNS. a ACC. : T. NON.gaID. MULTI.OUTLET @7,50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup OUTLET OR FDRURES B'0 0 1. 0 FIxeDAPPLNs. OR Ex. Occup. OUTLETS RESID. EA 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 Policy Number ITa above 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 any manner so as to become subject to workers' compensation laws of C ' orna, and agree that f I should become subject to the workers' compensation p vigjons of section 3700 of the Labor Code, I shall rthwit comp) it thos s'o 11 X Date (/C/ S' net re of Applicant ��wner Contractor ❑ Agent n O. A permit is required for excavations over 5'0" deep and demolition or construction f ctures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FES $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 83.00 HAZ. D. FEES IMP I FLOOD CDF PARCEL I PD 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. ®v ByMlih-Date/l PERMIT EXPIRES ON ID,R! ate RecpiptNo. 308635/$83.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION. 7 County Center Drive - Oroville, California 95965 Telephone (530) 538-7541 PERf4T NO. (Rev. 12/96) APPLICATION AND PERMIT — ASC[SfORPARCELNUMBIR f �NNO BUILDING PERMIT ,ram s (] eX/ A r - SO. FT. OCC. BUILDING VALUATION olwNEna MAUNo AD79 _ ©d/ OONTRAM" W M D e r TELEPMN! COWRACTORa MMNO ADDRESS CONSTRUCTION LENDER Fireplace LEICEiYS MAILING ADDRESS Total Valuation E ARCNRECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee ke, 7AS -19, ARCH ECT OR E40NEER9 WAJN0 ADDRESS Plan Checking Fee $ BUILOM ADDRESS y� /�� n D�r l T Energy Plan Checking Fee $ $ PERMIT FEE $ 1191) IDT NO. sUBDNIRIONS NAME PARCEL IMP PLUMBING PERMIT Fling Fee 20.00 Each Tre 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation 0Other ❑ Describe Work: ��f�ii�/�fi v'�'/ �� Oj� das piping system 1 - 5 outlets 15.00 Building sewer t 5.00 Mobile Home I S I G W Q20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 9zR I= pa 23.00 ' . z /� *PERMIT FEE PAID $ �J��v SRA $ SHERIFF $ OTHER $ $ $ QXJ AMOUNT RECEIVED $ I/ ��0 C) *RECEIPT NUMBER * TO BE PUT INTO COMPUTER Main Service 200A TO IOWA 46.00 NEW CONST. OWE111N0 OCCUP. 3.5Qso OR ADONS. i ACC. BIDS. NLW ONS . MUM -OUTLET NOZ.AESID. @7.50 PONrtA APPARATUS 8 S-IQIE OUTLET C"L Ex. Occup. OUTLET OR MURES a20 ® I.00 Ex. Occup. 0s 61D.OE 1 5.00 Service 23.00 -Temporary Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Coolie "°°d 6.so Ventilation PERMIT FEI: S Mobile Home Installation Fee : s Energy Inspection Fee $ occ "'TrPE TOTAL FEES j, too KAZ D. FEES W° a°°° CDP PARCEL PD 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 Ow Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. PIease 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 pl to provide the major 1 r and materials for construction of..the - . proposed pro rty improvement : YES NO[ ]. �2. I HAVE[ j HAVE NOT[_ ]signed an application' for a :binding permit for the proposed work..... 3. I have contracted with the following person (firm) to provide -the' proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following persoti 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 SIG PROPERTY 0 _DATE: / /ZQZznf 2 Y NOTE: Thislowner-/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. Slav 1995 - 2.26 IN 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 retard 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 work, with_ the exception of various trades that you plan 'to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any'persons other than your immediate family, and the work'(mcluding 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. 0 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. j. 0 There may be financial riskifor you if you do not carry out these obligations,4and these risks. are. especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Intejnal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your r obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial C 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 "ownerbuilder" 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 Sincerely, Michael C. Vieira, C.B.O. Manager, Building Inspection NOTE: This 0&.�-ne. •Builder Information is required by Section 19830 of the California Health and Safety Code. Mai. 1995 2.21 6) ,COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION /, 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 P� 10. (Rev.12/96)-, APPLICATION AND PERMIT -T ASSESSOR PARCEL NUMBER 062-300-021 ZONINa,1_trJBUILDING PERMIT OWNER JOHN & VICKIE WHITTIER TELEPHONE 46 SO. FT. OCC. BUILDING VALUATION .OWNERS MAILING ADDRESS 25 LINDA LOMA DRIVE, OROVILLE 95966 CONTRACTOR'S NAME TTELEPHONE CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 10.368 ARCHITECT OR ENGINEER DCENSE NO. Filing Fee $ 20.00 Permit Fee $ 26.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 81.90 BUILDING ADDRESS 32_ AZALEA, OROVILLEgy Ener Plan Checking Fee g $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP z d PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 is 00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 24 X 24 GARAGE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISIGI W @20.00 PERMIT FEE $ 80.00 ELECTRICAL PERMIT Fling Fee 20.00 500V OR LESS Main Service 20.AORLESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereb affirm under penalty of perjury that I am exempt from the Contractors License Lavi r the following reason: I, as owner of the property, or my employees with wages astheir 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. & ACC. BLDS. SO `3.5¢FT. 20.09 NON-RNONMULTI-OCIRCUITS T @7.50 POWER APPARATUS 8 SINGLE oLnLET CIR. Ex. OCCu OUTLET OR FIXTURES SAL @' 0 Ex. Occup. OFIX� S Aa oE. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 63.09 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 one hundred dollars ($100) or less.) Aocere above sections need not be completed if the permit is for work of a valuation tifythat 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' compensaticy� rovisions o section 3700 of the Labor Code, I shall comply ith tho ovisi Date % �L' p licant Owner ❑ Con actor ❑ Age ?SHAis required for excavations over 5'0" deep and demolition or construction 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ cc co T. TO L FE 3 0. 9 HA . p, FEES FLO C P HD LSSU This permit is hereby issued under the of of the Butte County Code and/or indicated above for which fees have ` By PERMIT EXPIRES ON 1 epp Icable provisions Resolutions to do work been paid. 11j Z 2 i�er Dat r 1012 4te Receipt No. 280189/$370.99 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT LI. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION T 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.t2/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER D 6 2 — — Z ZONING BUILDING PERMIT S.O. FT. OCC. BUILDING VALUATION O OWNER U t L -- , 0 r7'('� reLtPNNDNe OWNER'S MAILING ADDRESS CONTRACTOR's NAME NE ff CONTMCTOR9 MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation E ARCHRECr OR ENGINEER LICENSE NO. Filing Fee S 20.00 ARCHITECT OR ENGINEER'S MAILING ADDRESSPermit SUILDINGADDRESSy� A 2 4 LLE / � ©v��ii( Fee $ Plan Checkin Fee b Energy Plan Checking Fee S a PERMIT FEE = X LOT NO. SUBONISDN'SIiAME 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 S TYPE OF WORK New ❑ Addition O Remodel D Utilities ❑ Installation ❑ Describe Work: Other L°_- Each gas water heater or vent 15.00 Gas piping stem 1 - 5 outlets 00 .� Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE t CU ELECTRICAL PERMIT Main Service 000V OR LESS 200A OR LESS / `` ✓/ ' i Main Service 200A TO 1000A M NEW CONST. ( DWELLING OCCUP.OR AODNS. 8 ACCBIDS NEW ONS MUMOUnEr N10N•RES10.BRANCH CIRCUITS @7.50 POWER APPARATUS & SINGLE OUTLET CIR Ex. Occup. OUTLET OR FIXTURES 2I O BAL QFIXED .so OR Ex. Occup. ourL rs6�iij Ek 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ .p MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $17— ��-( HAZ• I D. FEES IMP I FLOOD I COF PARCEL Pp M 6SUE 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 (Dere) i.�..r,�^"'"/,�'+y`'"'d+ 4�.1'*r�¢ �'4 �i�''�?�?. � :%`si'Rt���-'�- �s�il'�''k��C`•�t�'�, ,.dr1'��''si�+��`t+��:w' '4F�i`�t�'��+%� `+f��w-,�;4,r.<�'� COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ��� (/�( /'l t 7%-/ erl- ASSESSOR PARCEL7mitted /� 7- Proposed- Proposed Building Use: p -C I` Building Inspector:Date: At time of permit application, I was advised the following data must be sprior to permit processing and/or issuance: Date Received By ❑ 1. All iiems have been submitted -------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. 03. Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- 04. Engineered plans, 3/4 setsj, ith wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- ❑ 6. Energy Design Compliance and supporting documentation. ------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings.------------------------------------------------ 118. ----------------------------------------------- ❑8. Hazardous Material Form.--------------------------------------------------------------------------------- ❑9. Manufactured Home data and installation instructions including Tie Down v ❑ 10. Fees of $-------------------------------------------------- ❑ 11act fees as shown on the attached schedule. ------------------- California Department of Forestry plan approval/fees. --- ! -�❑ 13. Flood elevation certificate.------------------=---------�---------- t044/Sanitation and plot plan approval' Health Department. I 15. City of Chico plumbing permit. ---------------- ------------------------------------------------------------------- 1. ❑ 16 Plot plan and business license approval fro the City of Biggs. ---------------------------------------------- 47. Planning approval for (A) Use: Q K_ (B) Parking: -------------------------- Contact Land Development about tdIinprovements, ❑ Drainage, VLegal Parcel ------------------------- El 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑20. Pre -inspection for required Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). ----------------------------- 0 22. Workers' Compensation carrier and policy number. -------------------- ❑23.Owner-Budder Verification (Given to owner ❑, Mailed to owner ❑). 1124. Letter of signature authorization. ------------------------------------------ 025. Recorded copy of Agricultural Acknowledgment Statement. ----------- ❑26. Letter of intent on building use. -------------------------------------------- ❑ 27. Manufactured Home utility clearance. ------------------------------------- ❑28. Existing violations and/or expired permits. ------------------------------- 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ E130. Other: When you issue the permit, processas follows 11 Mail to owner, El 'I to contractor. I1Telephone 63j% -Y33 " y`YJ J 'and hold for pickup at office. 13 WoO'1 S3 7 COc ice� AP ficant: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department Pollution Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Otl}�r: _ (Date) 1. Index permit application for the above items numbered: //M) ❑ Plan Check List 2. Additional items required: v Contractor, designer, owner, was advised of the above required data by ❑ pho e, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ p one, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was vised of the above reqtyred data by ❑ phone, ❑ mail, ❑ BuddingLDiyision counter, by Date: Plans reviewed by: Date: � Plans approved by: Date: l Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division TO: Building Department X19 "? �,/j E.H. Us Y Not Plan Attaehad il Roar Plan Attached Sant to B.O. FROM: Environmental Health SUBJECT: Sanitation Clearance Z� Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public ?,-�Piivate Well Clearance for Other r- R a r•�ti 4P (A1 /11114 F-oavh Hold final for: Final clearance O.K. for: NOTE: a K W+o bQ ng - a 1rb - 5 t.c -5 pirm 1"w Environmental Health Specialist ��JJ 8/96♦ --<�-o Date ar�,ry,!v�vr..,+„4 .a:St �' � ..`,�ZIn�v�`.Rw•��u17.!"^rI'�-;F�s�+�NFl•.•f�''i4�"'1/""� 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 PROPOSED BUILDING USE C"L► �- 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ " -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES (paid at District Office) _0'_-43. SHERIFFIFEES (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 (per unit) . x : = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO 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) A.P. #_b6 Z _3O -o — a 7- % DATE ! ~ Z? — * RECEIPT # DATE REC I 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above feestare required to be paid prior to issuance of the building permit. These fees may be changed during the plan checkin&process. APPLICANT�0 DATEQ��% Pursuant to ove ent 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. Yo hav 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The quirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) COUNTY OF BUTTE, , DEPARTMENT OF DEVELOPMENT SERVICS -BUILDING DIVISION `f 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF RECEIPT OF FEES OWNER, /. t rx/Lx A.P. # 662 PROPOSED BUILDING USE C►�- 1. BUILDING PERMIT FEES a -- Balance Due ................ $ — Additional Fees Due ........... $ -- Additional Fees Due ........... $ - - Revised"Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES (paid at District Office) 3. 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) j Residential (per unit) . C>J Kx _ $ #Units' Amt. Commercial (sq.ft.) .. d��- x =$ Sq.Ft. Amt. - 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES s $510.00 (paid at Building Division) , 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER' DATE Z RECEIPT # DATE REC , C61ffb/ At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT ' zX ,' DATE 719 t Pursuant to ove ent 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. Y u h e 90 days from the date of approval; of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy; Applicant 3rd Copy - Ownerr. . v �3 (Rev 2/97), 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 1 or and materials for construction of the ro improvement: YES " NO[ ]. proposed P�- 2. I HAVE[ HAVE NOT[ ed an application for a buflding permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: Com: 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: 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: PROPERTY OWNER: SOCUL SE DATE: /79'/,P-7 % NOTE: This owner-131uilder 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. May 1995 2.26 Dear Property Owner: An application for a building permit has been submitted in your name fisting 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 work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 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. 0 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. 0 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. 0 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 "ownerbuilder" 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. Sincerely, Michael C. Vieira, C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. May 1995 2.27 f 062-300-021 00-2468 WI IITTIER, JOHN & VICKIE 32 AZALEA OROVILLE CONTR: OWNER RENEWAL BP# 99-2211 J �:kT a°"y"_,"` _. .� ..-.�.�rc�'+�'r4,Aas'S�':::L�tx•"�pwr�..w'ILII'+w7lgF•AIl1!'�+Pt�`+119�^"ti'�., COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PEP T NO. (Rev. 12/96) APPLICATION AND PERMIT ASS CC p A, ZONING 1 BUILDING PERMIT O N OHO & VICKIE WHITUER TELEaH5oN33 -6446 SQ. FT. OCC. BUILDING VALUATION OWN "duiAffJRUMA DR, OROYTLLE 95966 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER UCENSE No. Filing Fee $ 20.00 Permit Fee 126100 2 $ 63.00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDINGADDRE-_SS _A OR(�V1u1rE Energy Plan Checking Fee $ PERMIT FEE $ 83.00 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump 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: RENEWAL $P# 94-2.211 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service i.'AORR ss 23.00 LICENSED CONTRACTOR'S DECLARATION' ! I hereby affirm under penalty of perjury that I am licensed under provisions'of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑/I, 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 ( ACC. SUDS. 3 Saso. FT coNsr. M NON REBID. ° @7.50 POWER APPARATUS a SINGLE OLmET CIR. Ex. Occup. OLmET OR FD(TURES 00 BAL O 1 0 FIX Ex. Occup. olmEDt�sAPREs10P=- . OR EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE S 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 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.) l,I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that 4 1 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall —forthwith comply,witthh those provisions. 7 i!, A ,- , -. / ��d � _ ,,Ml f ;�.: s Date Signature of`A&i1cant - OjOwner 13 -Coni -actor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of strGctures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 83.00 FEES IMP I FL.o00 I CDF PARCEL I PD I HD ISSUE This permit is hereby issued under the applicable provisions ofX to do work in the Butte County Code and/or been indicated above for which fees have been ald. By r . &Itzp4�11A14&Date 1#4114166 f PERMIT EXPIRES ON /f .` 0 gate T R-eceiptNo. 08635 $83.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT NOTES RESIDENTIAL _. . 062-300-021 99-2211 PERMIT NO. WHITT.IER, JOHN & b7.CKIE. _ ___ __ j.�?-AZALEA, O.ROVILLE je CONTR; OWNER / �1 24 X 24 GARAGE",r�r 1 �r SPECIAL CONDITIONS CHECKED BY — SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER "OFFICE COPY Address - I... k G p� Z ELECT IC + Meter By— ` Dat d I JOB FINALED (Date) Signature ✓ = OK 0 = Not OK - = Not Applicable ..MOBILE HOMES = Not Ready, Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG 7. Well Clearance & Disconnect 8. Utility Clearance 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 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 12. Permanent Foundation Only; License Decal 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- Bea ms- Rftrs.-Con nectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels ' Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability ` 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card 8-1 ./= OK 0 = Not OK - = Not Applicable * = Not Ready RESIDENTIAL (; Date 46. Underfloor (Plans) OK except #'s Date 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Sfeel- Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped Date 8. Piers -Fireplace Ftg.-Steel Date 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Date 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 46. Card B-1 Date Card B-1 Date 47. 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 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection Date 55. Card B-1 Date Card B-1 Date 56. Card B-1 Date Card B-1 Date 57. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mach Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Date 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI Date 30. Range Circle / / ga Cu or Al -Oven Circ. / / ga Cu or At Insulated Neutral Q Yes O No Date 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 66. Bedroom Exiting Date 67. Card B-1 Date Card B-1 Date 68. Card B-1 Date Card B-1 Date 69. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection Date 77. Card B-1 Date Card B-1 Date 78. Card B-1 Date Card B-1 Date 79. FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. 1 nfiItratio n -We lls- Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (FF.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. _ Following Instld./Drive ❑ Yes U No/Walks ] Yes 0 No/Planters J Yes ] No 83. Stucco Brown -Finish 84. A.C. Unit Discorinect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted 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: .�.- _, . , �. .�r. .,;r�.•r�pi�,17..xyl� `. �. yr•: '!r �� /�"W _ ..=�i, R:.ir...',_: r -.. ..., :.: '. ,,..: - .. •__. .. -. - .+-. ...• COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT 70. (Rev.12/96}� ' APPLICATION AND PERMIT A, ASSESSOR PARCEL NUMBEI,,` 062-300-021 ZONING,._ — BUILDING PERMIT I OWNER JOHN & VICKIE WHITTIER TELEPHONE 533-5446 � SO. FT- OCC. BUILDING VALUATION J ! .OWNERS MAILING ADDRESS 25 LINDA LMA DRIVE, OROVILLE 95966 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDERS MAILING ADDRESS , Total valuation $ 10.368 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 126.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 81.90 BUILDING ADDRESS AZALEA, OROVILLE Energy Plan Checking Fee $ $ i PERMIT FEE $ 227 .90 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 ` USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 24 124 GARAGE Gas piping system 1 - 5 outlets 15.00 S Building sewer15.00 15 Mobile Home I S I G I W 1 1 @20.00 PERMIT FEE S 80.00 ELECTRICAL PERMIT Fling Fee 20.00 eoo' oR LE ss Main Service 200AORLESS 23.00 23.00 z LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect" License Class Lic. No. OWNER -BUILDER DECLARATION ffirm under penalty of perjury that I am exempt from the Contractors License La f e following reason: I here�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. ❑ 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' compensatoK 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.) V I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if 1 should become subject to the workers' compensatign provisions of section 3700 of the Labor Code, I shall orthwith comply with tho ° provis-" i °s a X Date 10,711 �� /Sign tune of Applicant - limner ❑ Con actor ❑ Agegt An OSHA permit is required for excavations over 5'0" deep and demolition or construction ,_of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 (� NEW CONST. ( DWEwNG OCCUP. 3,5QF°: 2009 ORACCou�rLSS. NEW cOONs M NON -.ESD. C @7.50 POWER APPARATUS d SINGLE OurLET CIR. Ex. Occup.OUTLET OR FIXTURES 20 @ 1'50 BAL o .so FIXED APPLIVS. OR Ex. Occup. OUTLETS P,=- En 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 63.09 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ { cc �T. TYKE TOTAL FEE -'$ _/3 .99 HAzr y D. FEES IMP,, r � FLO'Gg COFr. V /d i `PAO L HD TISSUE 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. J By Date --� ki PERMIT EXPIRES ON 101 2 - ate ReceiptNo. 25016070310.99 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ;�`�- yfy-.�.�.,-.,'`1.�w�"..'k.,�'``���+.."��-TM�`+s`��.�'�..�r+r- �"ltir'3`.'ii.x:i..--•-+�" COUNTY OF BUTTE �. BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA 4 (530) 538-7541 CORRECTION NOTICE OWNER 2-Z- / / 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. t, 17 / 05-01. Date Z Inspectorv; ' REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT -SERVICES .nl 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE "1-1 ER 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. d _-r17-C_ Date Inspector, REV 10/92 '/ February 13, 2001 John Whittier 25 Linda Loma Drive Oroville, CA. 95965 Department of Development Services Building Division . 7 County Center Drive Oroville. CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 062-300-021 Building Permit Number: 01-0170 This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: ;��ovide verification that the 'h" plywood on the roof can span 48". Indicate the size of the footing supporting the roof beam at the exterior end of the roof over the porch. Plan review will continue upon receipt of the above items. Additional comments may be generated from your response above where plan documents were incomplete, inconsistent, or of adequate to depict code compliance. Review of the building plans by the Butte County Building Division engineer has not been completed at this time. Any additional comments from the engineer will be addressed in separate correspondence. PART - II The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Pay Balance of Building Permit fees in the amount of $700.15. 2. Pay impact fees: 2.1. Complete and return the Butte County School Impact fee certification form. 2.2. Sheriff fees = $360.00. I of 2 3. Sanitation and plot plan approval is required from the Butte County Environmental Health Department. 4. Submit a Recorded copy of your Agricultural Acknowledgement Statement. If you wish to discuss any requirements in PART - I, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. The attached checklist must accompany corrected items. Sincerely, Glenn Gibbons Plans Examiner 2 of 2 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 1998 California Building Code (1997 U.B.C.), 1998 California Plumbing Code (1997 U.P.C.), 1998 California Mechanical Code (1997 U.M.C.), and the 1998 California Electrical Code (1996 N.E.C.) The following items are separated into two categories (general and specific). The "general" items are for your reference and are not specifically called out on the plans by the plans examiner. These items MUST be complied with, if applicable, and it is the builder's responsibility to comply. The "specific" items have been keyed to the plans. If an item is inadvertently left out or missed, it does not relieve the builder of any responsibility for code requirements, general or specific. GENERAL REQUIREMENTS • Guest rooms and habitable rooms shall have natural light equal to 10% of the floor area and natural ventilation equal to 5% of the floor area (Sec. 1203. U.B.C.) • Provide required room dimensions and ceiling height. (Sec. 310.6, U.B.C.) • Provide lights. switches. quid receptacles for maintenance of mechanical equipment. (Sec.306, U.M.C.) • Approved vent and adequate combustion air for gas water heater and/or furnace. (Ch. 7& Ch. 8, U.M.C.) • Provide minimum one 3'-0" exterior door. (Sec. 1003.3.1.3,U.B.C.) • Provide adequate clearance and type A flue for fireplace/woodstove. • All stairways to comply with U.B.C. section 1003.3, for rise, run, headroom, width, landings and handrails. • Hallways to be minimum 36" wide (U.B.C. 1004.3.3.2). • Underfloor access and ventilation per Sec.2306.3 & 2306.7, U.B.C. • Attic access and ventilation (UBC section 1505). • Provide approved flashing at all exterior openings. • Provide 18" platform for appliances/equipment in garage capable of producing a flame, spark or glow. • Provide protection of appliances in garage from vehicular damage. • Closet lights per N.E.C. Article 410-8. • Provide certificates of conformance for all glu-lam beams. • Provide approved spark arrester at all chinuieys/type -A" flues. • Provide 1/2"x 10" anchor bolts rad 6' o.c. max. and within 12" of all joints. Provide 2"x 2"x 3/16" steel plate washer @P each bolt. (Sec. 1806.6. U.B.C.) • FOmldations with stemwalls shall be provided with a minimum of one number 4 bar at the top of the wall and one number 4 bar at the bottom of the footing. (Sec. 1806.7.1, U.B.C.) • Slabs -on -ground with turned -down footings shall have a minimum of one number 4 bar at the top and bottom (Section 1806.7.2, U.B.C.) • Guardrails to have minimum 36" high top rail, with intermediate rails spaced that a 4" sphere cannot pass through (Sec. 509, U.B.C.) Page I of 2 Owners Name: Whittier Building Permit Number: 01-0170 Plans Examiner: Glenn Gibbons • Veneer per Ch. 14, U.B.C. • Exterior plaster — weep screeds (U.B.C. section 2506.5). • Skylights per Sec. 2 409 & 2603.7. U.B.C. • Protect plastic foam insulation per Sec. 2602.4, U.B.C. • Ground fault protection shall be required in all batluooms, garage, kitchen, wet bar, and exterior receptacles -(NEC 210). • Electrical, mechanical, and plumbing constriction (nof plan reviewed) shall comply with the current editions of the National Electrical Code. Uniform Mechanical Code and Uniform Plumbing Code. • Minimum water closet clearances of 15" from its center to sidewall and 24" front clearance (U.P.C. 408.6). • Minimum shower compartment size of 1024 sq. in. & 30" circle (U.P.C. 412.7). • Provide plumbing fixtures, water closet clearances and shower sizes per U.P.C. SPECIFIC REQUIREMENTS 1. Provide safety glazing in all hazardous locations (U.B.C. section 2406). 2. Garage firewall separation — required on garage side, including supporting walls and posts (U.B.C. section 302.4 exception #3). 3. Install smoke detector's as per the requirements of U.B.C. section 310.9.1. 4. Special roof covering required, class B iiunimwn. 5. Provide 2 separate exits from the third story (U.B.C. section 1004.2.3.2 exception #4). 6. Every bedroom shall have at least one operable window or door. Windows shall have a minimum net clear openable area of 5.7 square feet. Additionally. the window shall have a minimum net clear openable height of 24" and a minimum net clear openable width of 20". The window sill height shall not be more than 44" above the floor (U.B.C. 310.4). COLOR CODE USED ON PLANS Blue = Engineering Pink = Firewall Green = Braced wall panels Yellow = Important COMPLY WITH ITEMS INDICATED BELOW ❑ Your parcel lies witlun a designated 100 -year flood plain. Finish floor, electrical, H. V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical. heating. ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls. located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no lugher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater: ❑ Fire sprinklers are required in this structure. ® This parcel is located witlun the California Department of Forestry and Fire Protection area. Compliance with the attached CDF fire safe requirements will be necessary. ® All structures and equipment including overhangs shall be clear of all easements. A setback of 8' from the side and 8' from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of strictures and equipment except for a 2 foot overhang. ® Expansive soil may be encountered on tlus site. This condition may require the foundation to be designed by a Califonua registered engineer or licensed architect. Page 2 of 2 Owners Name: Whittier Building Permit Number: 01-0170 Plans Examiner: Glenn Gibbons MCTAL Roo�i�1G 2x a RAFTEA -I��o,G 2:21 cATi ir4SdL - 4x 12 i�F'TER 48ao c 2u10 FASGiA I 2.0T4� r�E�-W►JC� . 2_ x r3Lo�{U►JG ��..... Al op PLAT5s I�AR.nI� 5�irlC�LESioE �zt19. P54TT IWsLJL. "�/Zx G SYU r3S AT- 14''oc,/Z'' JoCKIE: Vv I -ITILpZ ALL STRUCTURES AND EQUIPMENT INCLUDING OVERHANGS SHALL BE CLEAR OF ALL EASEMENTS. A SET BACK OF Gb P't.�ROM THE SIDE AND a4 A44+Z..,FROM THE REAR PROPERTY LINES AND �_D FT. FROM THE ROAD CENTERLINE SHALL BE F- 4UP-1 OF STRUCTURES AND EQUIPMENT EXCEPT �- FOR A 2 FT. EAVE OVERHANG'. S70fZAGE t ELM= F-01 T 1 NG 200 AMP S U B PANEL. IOU 0 Q7A _ { Q PPROVED �� PO\�clC PALE ZOO AIAP / f PCS Pbv�! E' R Po 7.5/ --- A7_A LEA 1 AN E ,VAT 10N nlJPRO)� 2_j300 Fr -5 LI G ;4 SL�)PE \I L �-n m l i / 1 1 T. 1 ;'TRY :d r t ion,, Date j L � i Q / / APS 0�2 300 -Q�Q / / ,�vATER MAI N 7-51 SL PE - '"' I- I R C D Rp W T .CKE/ DEC 10/x 24 Ho (is E OVE R 2g 'x, 30 �. JoCKIE: Vv I -ITILpZ ALL STRUCTURES AND EQUIPMENT INCLUDING OVERHANGS SHALL BE CLEAR OF ALL EASEMENTS. A SET BACK OF Gb P't.�ROM THE SIDE AND a4 A44+Z..,FROM THE REAR PROPERTY LINES AND �_D FT. FROM THE ROAD CENTERLINE SHALL BE F- 4UP-1 OF STRUCTURES AND EQUIPMENT EXCEPT �- FOR A 2 FT. EAVE OVERHANG'. S70fZAGE t ELM= F-01 T 1 NG 200 AMP S U B PANEL. IOU 0 Q7A _ { Q PPROVED �� PO\�clC PALE ZOO AIAP / f PCS Pbv�! E' R Po 7.5/ --- A7_A LEA 1 AN E ,VAT 10N nlJPRO)� 2_j300 Fr -5 LI G ;4 SL�)PE \I L �-n m l i / 1 1 T. 1 ;'TRY :d r t ion,, Date j L � i Q / / APS 0�2 300 -Q�Q / / ,�vATER MAI N 7-51 SL PE - '"' I- I R C D Rp W T v �2[ AP# CDF FIRE SAFE REQUIREMENTS D / -d/ ?10 ZIJl-/7 7715C, PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are 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. [�] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance -of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards Page 1 of 3. 1273.02 Surface.. All driveway surfaces and structures (bridges, 1273.07 culverts and other appurtenant structures which supple- ment the roadway bed er shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [�(] 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [}� 1. No roadway shall have a horizontal inside radius of / curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. 2. The length of verti.al curves in roadways exclusive 7] / of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [�] 1273.05 Turnouts. Shall be a minimum.of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. A 1270.10 Width. All driveways shall provide a minimum 10 foot, traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of 3. "I <r� AP # PERMIT # DAME [�] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 80'0 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. 1273.10 Turnaround. A turnaround.shall be provided at all // building sites on driveways over 300 feet in -length and shall be within 50 feet of the.building. 1273.11 Gates 1. Gate entrances shall be at least two feet wider than the roadway it serves. ] 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. ( J 3. Where a one-way road with a single traffic la.ne- provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [ ] 1. All par(:els 1 acre azzd larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from il] property lines and/or the center of the road. (�] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. 1276.02 Disposal of Vegetation and Fuels. Disposal,, including chipping, burying, burning or removal to a'landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction )r f_:ial inspection of a building permit. Page 2 of 3 2, 7o �j t+ t -,T-rE4 7(j_C7(-A) AP # PERMIT # NAME other Reguirements [ ] if Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves ] If Building Setback is Less Than 15 Feet. Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 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 Date Signature Page 3 of 3 TABLE OF CONTENTS TOC ---------------------------------------------------- Project Title.......... JOHN & VICKIE WHITTIER Date..01/15/01 20:07:16 Project Address........ 32 AZALEA LANE 96 ******* --------------------- 13,F;RAV GRWE, CA. 95 6 *v5.10* Documentation Author... Barry Rubanoff ******* Building Permit # Endeavor Homes P.O. Box 1947 Plan Check / Date Oroville, CA 95965 530-534-0300 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPASS v5.10 for 1998 Standards by Enercomp, Inc. -------------------------------------- I MICROPAS5 v5.10 File-WHITTIER Wth-CTZ11S92 Program -TOC User#-MP1829 User -Endeavor Homes Run-WHITTIER ------------------------------------------------------------------------------- TABLE OF CONTENTS ----------------- Report Page FORM CF -1R ................ 1 FORM MF -1R ................ 4 FORM C -2R ................. 7 L HVAC SIZING ............... 10 �ll 1 L�D I►..y Gl J`� E�� CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... JOHN & VICKIE WHITTIER Date..01/15/01 20:07:16 Project Address........ 32 AZALEA LANE ******* --------------------- OROVILLE, CA. 95966 *v5.10* Documentation Author... Barry Rubanoff ******* Building Permit # Endeavor Homes P.O. Box 1947 Plan Check / Date Oroville, CA 95965 530-534-0300 Field Check/ Date Climate Zone........... 11 -------=------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. --------------------------- MICROPAS5 v5.10 File-WHITTIER Wth-CTZ11S92 Program -FORM CF -1R User#-MP1829 User -Endeavor Homes Run-WHITTIER11 ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Conditioned Floor Area..... 720 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 150 deg (SE) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Raised Floor Glazing Percentage......... 23.5 % of floor area Average Glazing U -value.... 0.51 Btu/hr-sf-F Average Glazing SHGC....... 0.65 Average Ceiling Height..... 10.2 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type ------------ Type R -value R -value R -value U -value Location/Comments Wall ------- Wood -------- R-17.8 -------- R-0 -------------- R-17.8 0.064 ------------------------ Roof Wood R-21 R-0 R-21 0.044 Attic Floor Wood R-19 R-0 R-19 0.039 CRAWL FENESTRATION ------------ Over- Area U- Interior Exterior hang/ Orientation -------------------- (sf) Value SHGC Shading Shading Fins Door Front (SE) ----- 40.0 ------ 0.520 --------------------- 0.650 Standard -------------- Standard ----- None Window Front (SE) 20.0 0.510 0.650 Standard Standard None Window Front (SE) 14.0 0.490 0.670 Standard Standard Yes Window Left (SW) 20.0 0.510 0.650 Standard Standard Yes Window Left (SW) 9.0 0.510 0.650 Standard Standard Yes Window Back (NW) 10.0 0.510 0.650 Standard Standard None Window Back (NW) 14.0 0.490 0.670 Standard Standard Yes Window Right (NE) 20.0 0.510 0.650 Standard Standard Yes Window Right (NE) 9.0 0.510 0.650 Standard Standard Yes Window Right (NE) 4.0 0.490 0.670 Standard Standard Yes Window Right (NE) 9.0 0.510 0.650 Standard Standard Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... JOHN & VICKIE WHITTIER Date..01/15/01 20:07:16 MICROPAS5 v5.10 File-WHITTIER Wth-CTZ11S92 Program -FORM CF -1R User#-MP1829 User -Endeavor Homes Run-WHITTIER ------------------------------------------------------------------------------- HVAC SYSTEMS SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. REMARKS Minimum Duct Duct Tested Duct ACOA Thermostat Equipment Type ---------------- Efficiency Location ------------------------ R -value Leakage ---------------- Manual --------- D Type ------- Furnace 0.800 AFUE Crawlspace R-4.2 No No Setback ACPackage 10.00 SEER Crawlspace R-4.2 No No Setback WATER HEATING SYSTEMS --------------------- Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ Storage ----------- ------------------- Gas Standard -------------- 1 0.62 ------ 40 ---------- R- n/a '' SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R - Project Title.......... JOHN & VICKIE WHITTIER Date -01/15/01 20:07:16 ------------------------------------------------ I MICROPAS5 v5.10 File-WHITTIER Wth-CTZ11S92 Program -FORM CF -1R User##-MP1829 User -Endeavor Homes Run-WHITTIER ------------------------------------------------------------------------------- COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. Name.... Company. Address. Phone... License. Signed.. Name.... Title... Agency.. Phone... Signed.. DESIGNER or OWNER JOHN & VICKIE WHITTIER OWNER/BUILDER 1-530-533-6446 Z e_�4 0 JFORCEMENT AGENCY ` (date) Name.... Company. Address. Phone... DOCUMENTATION AUTHOR Barry Rubanoff Endeavor Homes P.O. Box 1947 Oroville, CA 95965 530-534-0300 (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R. Project Title.......... JOHN & VICKIE WHITTIER Date..01/15/01 20:07:16 Project Address........ 32 AZALEA LANE ******* --------------------- OROVILLE, CA. 95966 *v5.10* Documentation Author... Barry Rubanoff ******* Building Permit # Endeavor Homes P.O. Box 1947 Plan Check / Date Oroville, CA 95965 530-534-0300 Field Check/ Date Climate Zone ............ 11 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp,' Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-WHITTIER Wth-CTZ11S92 Program -FORM MF -1R I User#-MP1829 User -Endeavor Homes Run-WHITTIER Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R ----------------------------- Project Title.......... JOHN & VICKIE WHITTIER Date..01/15/01 20:07:16 ---------------------- MICROPAS5 v5.10 File-WHITTIER Wth-CTZ11S92 Program -FORM MF -1R User#-MP1829 User -Endeavor Homes Run-WHITTIER ------------------------------------------------------------------------------- a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, in- sulated, .fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in Sec. 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. er ment MANDATORY MEASURES CHECKLIST:,RESIDENTIAL Page 6 MF -1R - --------------------------------- Project Title.......... JOHN & VICKIE WHITTIER Date:.01/15/01 20.:07:16 - --------------------- I MICROPASS v5.10 File-WHITTIER Wth-CTZ11_S92, Program -FORM MF -1R User#-MP1829 User -Endeavor Homes Run-WHITTIER ------------------------------------------------------------------------------- b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES Design-, Enforce- er ment 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 7 C -2R ------------------------------------------- Project Title.......... JOHN & VICKIE WHITTIER Date..01/15/01 20:07:16 Project Address........ 32 AZALEA LANE ******* --------------------- OROVILLE, CA. 95966 *v5.10* Documentation Author... Barry Rubanoff ******* Building Permit # Endeavor Homes P.O. Box 1947 Plan Check / Date Oroville, CA 95965 530-534-0300 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPASS v5.10 for 1998 Standards by Enercomp, Inc. ------------------------------------ MICROPAS5 v5.10 File-WHITTIER Wth-CTZ11S92 Program -FORM C -2R User#-MP1829 User -Endeavor Homes Run-WHITTIER ------------------------------------------------------------------------------- ---------------------------- ---------------------------- MICROPAS5 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) _----------------------- Design ---------- Design Margin = = Space Heating.......... 15.56 ---------- 14.14 ---------- - 1.42 = = Space Cooling.......... 22.10 28.53 -6.43 = - Water Heating.......... 27.59 22.47 5.12 = = Total 65.25 65.14 0.11 = _ *** Building complies with Computer Performance GENERAL INFORMATION Conditioned Floor Area..... 720 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 150 deg (SE) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... Raised Floor 1 7355 cf 0 sf 23.5 % of floor area 0.51 Btu/hr-sf-F 0.65 10.2 ft COMPUTER METHOD SUMMARY Page 8 C-2R Project Title.......... JOHN & VICKIE WHITTIER Date..01/15/01 20:07:16 I MICROPAS5 v5.10 File-WHITTIER Wth-CTZ11S92 Program -FORM C -2R User#-MP1829 User -Endeavor Homes Run-WHITTIER --------------------------------------------------------------------------- Zone Type -------------- HOUSE Residence Surface HOUSE 1 Wall 2 Wall 3 Wall 4 Wall 5 Roof 6 Floor Orientation BUILDING ZONE INFORMATION ------------------------- Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit ------------ ----------------------- ----- -------- --------- 720 7355 1.00 Yes Setback 2.0 Standard No . (SE) 2 OPAQUE SURFACES (SE) 3 Area U- --------------- Insul Act Window Solar Form 3 Location/ (sf) ------ value ----- R-val ----- Azm --- Tilt ---- Gains ----- Reference ------------ Comments ---------------- 173 0.064 17.8 150 90 Yes W.19.2X6.16 9 211 0.064 17.8 240 90 Yes W.19.2X6.16 11 223 0.064 17.8 330 90 Yes W.19.2X6.16 0.650 198 0.064 17.8 60 90 Yes W.19.2X6.16 60 748 0.044 21 150 23 Yes R.21.2X12.24 Attic 720 0.039 19 n/a 0 No FC.19.38X124 CRAWL HOUSE 0.520 0.650 1 Door Front (SE) 2 Window Front (SE) 3 Window Front (SE) 4 Window Left (SW) 5 Window Left (SW) 6 Window Back (NW) 7 Window Back (NW) 8 Window Right (NE) 9 Window Right (NE) 10 Window Right (NE) 11 Window Right (NE) Surface HOUSE 3 Window 4 Window 5 Window FENESTRATION SURFACES --------------------- Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC ----- ----- ----- --- ---- -------------- -------------- 40.0 0.520 0.650 150 90 Standard/0.76 Standard/0.68 20.0 0.510 0.650 150 90 Standard/0.76 Standard/0.68 14.0 0.490 0.670 150 90 Standard/0.76 Standard/0.68 20.0 0.510 0.650 240 90 Standard/0.76 Standard/0.68 9.0 0.510 0.650 240 90 Standard/0.76 Standard/0.68 10.0 0.510 0.650 330 90 Standard/0.76 Standard/0.68 14.0 0.490 0.670 330 90 Standard/0.76 Standard/0.68 20.0 0.510 0.650 60 90 Standard/0.76 Standard/0.68 9.0 0.510 0.650 60 90 Standard/0.76 Standard/0.68 4.0 0.490 0.670 60 90 Standard/0.76 Standard/0.68 9.0 0.510 0.650 60 90 Standard/0.76 Standard/0.68 OVERHANGS AND SIDE FINS ----------------------- ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Area Left Rght (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght ----- ----- ----- ---- ---- ---- ---- -- ---- ---- ---- ---- ---- 14.0 6.0 3.0 12.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 20.0 5.0 4.0 2.0 0.41 n/a n/a n/a n/a n/a n/a n/a n/a 9.0 3.0 3.0 2.0 0.41 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 9 C -2R ------------------------------------- ____________________ Project Title.......... JOHN & VICKIE WHITTIER Date. -01/15/01 20:07:16 -------------------------------------------- MICROPAS5 v5.10 File-WHITTIER Wth-CTZ11S92 Program -FORM C -2R User##-MP1829 User -Endeavor Homes Run-WHITTIER ----------------------------------------------------------------------------- Surf ace 7 Window 8 Window 9 Window 10 Window 11 Window System Type HOUSE Furnace ACPackage OVERHANGS AND SIDE FINS ----------------------- ---Window-- ------Overhang----- ---Left Fin--- --- RJ ht Fin-- Area (sf) Wdth 14.0 6.0 20.0 5.0 9.0 3.0 4.0 2.0 9.0 3.0 g Dpth Hght Ext Dpth-Hght n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a HVAC SYSTEMS Left Rght ------------ Duct Hgth Dpth Hght Ext Ext Ext 3.0 2.0 1.0 n/a n/a n/a 4.0 2.0 0.41 n/a n/a n/a 3.0 2.0 0.41 n/a n/a n/a 2.0 2.0 0.41 n/a n/a n/a 3.0 2.0 0.41 n/a n/a n/a g Dpth Hght Ext Dpth-Hght n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- 1 Storage Gas Standard 1 0.62 40 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. REMARKS HVAC SYSTEMS Minimum ------------ Duct Duct Tested Duct ACCA Duct Efficiency Location R -value Leakage Manual D ------------------ Eff ------- 0.800 AFUE Crawlspace R-4.2 No No 0.743 10:00 SEER Crawlspace R-4.2 No No 0.674 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- 1 Storage Gas Standard 1 0.62 40 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. REMARKS HVAC SIZING Page 10 HVAC --------------------------------------------- Project Title.......... JOHN & VICKIE WHITTIER Date..01/15/01 20:07:16 Project Address........ 32 AZALEA LANE ******* --------------------- OROVILLE, CA. 95966 *v5.10* Documentation Author... Barry Rubanoff ******* Building Permit # Endeavor Homes P.O. Box 1947 Plan Check / Date Oroville, CA 95965 530-534-0300 Field Check/ Date -- Climate Zone........... 11 --------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. ------------------------------------ MICROPAS5 v5.10 File-WHITTIER Wth-CTZ11S92 Program -HVAC SIZING User#-MP1829 User -Endeavor Homes Run-WHITTIER ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 720 sf 7355 cf Front Facing OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78 F 37 F Yes No Yes 0.20 HEATING AND COOLING LOAD SUMMARY Opaque Conduction and Solar...... Glazing Conduction. .............. Glazing Solar .................... Infiltration ..................... Internal Gain .................... Ducts............................ Sensible Load .................... Latent Load ...................... Minimum Total Load Heating (Btuh) 4478 3438 n/a 4184 n/a 1210 13310 n/a 13310 150 deg (SE) Cooling (Btuh) 2738 2235 5935 1718 2100 736 15462 3092 18555 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designers responsibility to consider all M HVAC SIZING Page 11 HVAC Project Title.......... JOHN & VICKIE WHITTIER Date..01/15/01 20:07:16 I MICROPASS v5.10 File-WHITTIER Wth-CTZ11S92 Program -HVAC SIZING User#-MP1829 User -Endeavor Homes Run-WHITTIER -------------------------------------------------------------------------------- . factors when selecting the HVAC equipment. Bung Ld . G +11S5—,x"L—�,l zc� Yid� MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 Date: 01/18/01 TIMBER JOIST & RAFTER DESIGN 1 DESIGN DATA .1 2 3 4 5 - Timber Section 4X12 6X14 --- .6X12 --- ....Depth in : 11.25 13.50 12.00. 11.50 12.00 ....Width in : 3.50 5.50 5.13 5.50 5.13 Le: Unsupp ft : 2.00 2.06 ' 2.00 2.00 2.00 Fb- Allow psi 875.00 875.00 2400.00 875.00 2400.00 Fv- Allow psi 95.00 85.00 165.00 85.00 165.00 Elastic Mod. ksi : 1600.00 1600.00 '1800.00 1600.00 1800.00 Load Duration Factor 1.15 1.15 1.15 1.15 1.00 Stress Ratio ->> 0.42 1.48 0.74 0.45 0.85 CENTER SPAN -OK- No Good! -OK- -OK- -OK- Span Length ft : 11.21 17..25 17.25 10.00 17.25 Uniform DL plf 52.00 156.00 156.00 104.00 72.00 LL plf 132.00 396.00 396.00 264.00 480.00 RESULTS Mmax @ Cntr k -in 34.68 246.38 246.38 55.20 246.38 X -Dist ft : 5.60 8.62 8.62 5.00 8.62 REACTIONS Left: Dead Load # : 291.46 1345.50 1345.50 520.00 621.00 Live Load # : 739.86 3415.50 3415.50 1320.00 4140.00 Right: Dead Load # : 291.46 1345.50 1345.50 520.00 621.00 Live Load # : 739.86 3415.50 3415.50 1320.00 4140.00 STRESSES -OK- No Good! -OK- -OK- -OK- Fb.. Allow psi 1106.9 993.2 2702.2 1006.3 2349.8 Fb.. Actual psi : 469.8 1474.8 2003.1 455.3 2003.1 Fv.. Allow psi 109.25 97.75 189.75 97.75 165.00 Fv.. Actual psi 32.48 83.36 102.19 35.49 102.19 DEFLECTIONS Center... Dead Load in : -0.028 -0.172 -0.234 -0.021 -0.108 X -Dist ft : 5.60 8.62 8.62 5.00 8.62 DL Ratio 4838 1202 885 5720 1917 Live Load in -0.071 -0.437 -0.594 -0.053 -0.720 X -Dist ft : 5.60 8.62 8.62 5.00 8.62 LL Ratio 1906 473 349 2253 288 Total Defl in -0.098 -0.609 -0.828 -0.074 -0.828 X -Dist ft : 5.60 8.62 8.62 5.00 8.62 Ratio 1367 340 250 1617 250 Page: Z V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 I�lzi12d�Z�L13 f 3�i� 8 r��-k � KC8 �� i IST QL4- &JAL +•% d IYL 4" hl. i' `ZQU1,1 2adItis [�- X- li ►.la W:;.-7 U VCt?2 ! ,C -z 29 2°(� -70-2- 2k 1 702 k1 IMS. ibtL6 It u-, MICHAEL MOONEY CIVIL ENGINEER RCE 20647 V &A :MADRONE AVE OROVILLE; CA 95966 530-533-2131 Date: 01 /18/01 Page: L MASONRY WALL DESIGN DESIGN DATA WALL DATA f'm = 1500 psi Clear Span Ht. ' = 8.00 ft Wall Thickness (nominal) = 6.00 in Fs = 20000 psi Parapet Height = 0.00 ft Rebar Size . # 4 For calc of Em = f'm ' 750 Uniform Dead Load = 294.00 plf Rebar Spacing = 16.00 in Em = Mult. & f'm d 125000 psi Uniform Live Load = 702.00 plf Place Rebar @ Center of Wall n : Es/Em = 25.78 Uniform Load Ecc. = 0.00 in Use Normal Weight Block No Special Inspection > > Roof Load ' Wall Wt. Multiplier = 1.000 Wall Must Be Solid Grouted Axial DL @ Top of Wall = 0.00 plf Rebar Area = 0.150 int Seismic Factor = 0.330 Axial LL @ Top of Wall = 0.00 plf Wall Weight = 63.00 psf Wind Load = 11.70 psf > >-Roof Load Equiv Solid Thickness = 5.60 in Load Duration Factor = 1.330 Bar Depth 'd' = 2.75 in SUMMARY Bending Stresses Axial fb/Fb + Top of Wall: Moment Axial Steel Masonry Stress fa/Fa Ecc: D.L. Moments Dead + Live = 0 in-# 996.0 # 0 psi 0.0 psi 14.8 psi 0.096 < = 1.00 OK Dead + Live +Wind = 0 in-# 294.0 # 0 psi 0.0 psi 4.4 psi 0.028 < = 1.33 OK Dead + Live + Eq. = 0 in-# 294.0 # 0 psi 0.0 psi 4.4 psi 0.028 < = 1.33 OK Btwn. Base & Top of Wall: Dead + Live = 0 in-# 1248.0 # 0 psi 0.0 psi 18.6 psi 0.121 < = 1.00 OK Dead+Live+Wind = 1123 in-# 546.0 # 3119 psi 74.4 psi 8.1 psi 0.354 <= 1.33 OK Dead + Live + Eq. = 1996 in-# 546.0 # 5542 psi 132.3 psi 8.1 psi 0.587 <= 1.33 OK (Note!... Floor LL only included w/Earthquake/Wind ALLOWABLE STRESSES Allow Axial = .25*f'm*[1-(h/140r)'21*(0.5 if w/o Special Insp.) = 154.06 psi Allow Bending: Masonry :.333*f'm *(.5 if w/o insp) <=2,000 = 247.5 psi : Steel = 20000 psi Maximum Allowable Moment w/o Axial Load = 3734 in-# Maximum Allowable Axial Load w/o Moment = 10353 # np = 0.1172 j = 0.8730 k:(hp2+2np)".5-np = 0.3809 2 / k j = 6.014 N LOADS & MOMENTS Axial + Uniform D.L. = 294.0 # @ mid -ht Axial + Uniform L.L. = 702.0 # @ mid -ht Wall Weight = 252.00 # @ mid -ht Ecc: D.L. Moments = 0.00 in-# @ top = 0.00 in-# @ mid -ht Ecc. L.L. Moments = 0.00 in-# @ top = 0.00 in-# @ mid -ht Wind Mom. @ Mid -Ht = 1123.2 in-# Seismic Mom. @ Mid -Ht= 1995.8 in-# V4.4C1 (c) 1983-.96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY Moment Axial Steel CIVIL ENGINEER RCE 20647 Stress fa/Fa Ecc. D.L. Moments_ = 5'A MADRONE AVE 0 in-# 1288.0 # 0 psi OROVILLE, CA 95966 19.2 psi 0.124 < = 1.00 OK 530-533-2131 0 in-# 1288.0 # 0 psi 0.0 psi Date: O1 /18/01 Page: MASONRY WALL DESIGN Dead + Live + Eq. = 0 in-# 1288.0 # DESIGN DATA WALL DATA 19.2 psi f'm = 1500 psi Clear Span Ht. ' = 8.00 ft Wall Thickness (nominal) = 6.00 in Fs = 20000 psi Parapet Height = 0.00 ft Rebar Size . # 4 For calc of Em = Cm * 750 Uniform Dead Load = 0.00 plf Rebar Spacing = 16.00 in Em = Mult. & f'm d 125000 psi Uniform Live Load = 0.00 plf Place Rebar @ Center of Wall 22.9 psi n : Es/Em = . 25.78 Uniform Load Ecc. = 0.00 in Use Normal Weight Block 1123 in-# No Special Inspection > > Roof Load Wall Wt. Multiplier = 1.000 Wall Must Be Solid Grouted Axial DL @ Top of Wall = 266.00 plf Rebar Area = 0.150 in2 Seismic Factor = 0.330 Axial LL @ Top of Wall = 1022.00 plf, Wall Weight = 63.00 psf Wind Load' = 11.70 psf ---> > Floor Load Equiv Solid Thickness = 5.60 in Load Duration Factor = 1.330 Bar Depth 'd' = 2.75 in SUMMARY Bending Stresses . Axial fb/Fb + Top of Wall: Moment Axial Steel Masonry Stress fa/Fa Ecc. D.L. Moments_ = Dead + Live = 0 in-# 1288.0 # 0 psi 0.0 psi 19.2 psi 0.124 < = 1.00 OK Dead + Live + Wind = 0 in-# 1288.0 # 0 psi 0.0 psi 19.2 psi 0.124 <= 1.33 OK Dead + Live + Eq. = 0 in-# 1288.0 # 0 psi 0.0 psi 19.2 psi 0.124 < = 1.33 OK Btwn. Base & Top of Wall: Dead + Live = 0 in-# 1540.0 # 0 psi 0.0 psi 22.9 psi 0.149 < = 1.00 OK Dead+Live+Wind = 1123 in-# 1540.0 # 3119 psi 74.4 psi 22.9 psi 0.450 <= 1.33 OK Dead + Live + Eq. = 1996 in-# 1540.0 # 5542 psi 132.3 psi 22.9 psi. 0.683 <= 1.33 OK (Note!... Floor LL only included w/Earthquake/Wind ALLOWABLE STRESSES Allow Axial = .25*f'm*[1-(h/140r)"2]*(0.5 if w/o Special Insp.) = 154.06 psi Allow Bending: Masonry :.333*f'm*(.5 if w/o insp) <=2,000 = 247.5 psi Steel = 20000 psi Maximum Allowable Moment w/o Axial Load = 3734 in-# Maximum Allowable Axial Load w/o Moment = 10353 # np = 0.1172 j = 0.8730 k:(np'+2np)".5-np = 0.3809 2 / k j = 6.014 LOADS & MOMENTS Axial + Uniform D.L. = 266.0 # @ mid -ht Axial + Uniform L.L. = 1022.0 # @ mid -ht Wall Weight = 252.00 # @ mid -ht Ecc. D.L. Moments_ = 0.00 in-# @ top = 0.00 in-# @ mid -ht Ecc. L.L. Moments = 0.00 in-# @ top = 0.00 in-# @ mid -ht Wind Mom. @ Mid -Ht = 1123.2 in-# Seismic Mom. @ Mid -Ht= 1995.8 in-# V4.4C1.(c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIYIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 Date: 01/18/01 Page: GENERAL-TIMBER BEAM DESIGN BEAM DATA SPAN DATA Timber Section-------- End Fixity. Pin:Pin Center Span = 12.25 ft Beam Width = 5.125 in Elastic Modulus = 1800000 psi Left Cantilever . = 0.00 ft Beam Depth = 12.00 in Beam Density = 35.0 pcf Right Cantilever = 0.00 ft Lamination Thickness = 1.50 in Load Duration Factor = 1.15 UNBRACED LENGTHS Fb - Bending = 2400 psi Beam Wt. is Added to Loads Le : Center Span = 2.00 ft Fv - Shear = 195 psi End Shear Calc'd at Support Le : Left Cant. = 0.00 ft Fc - Bearing = 650 psi Le : Right Cant. = 0.00 ft APPLIED LOADS Uniform Load @ Center Span: DL = 294.0 plf LL = 702.0 plf SUMMARY USING 5.125 x 12.000 Beam, Bending = 67.03°x6, Shear = 67.35% Max. Pos Mom @ 6.12 ft= 18.96 k-ft Shear: Max. @ Left = 6.19 k Reactions... DL Maximum Max. Neg Mom @ 0.00 ft= 0.00 k-ft ....used for dsgn = 9.29 k Left = 1.89 k 6.19 k Max @ Left = 0.00 k-ft ....Area Req'd = 41.42 in2 Right = 1 :89 k 6.19 k Max @ Right = 0.00 k-ft Max. @ Right = 6.19 k Max. Allow Moment = 28.29 k-ft ....used for dsgn = 9.29 k Deflections... fb : Max. Actual = 1850.1 psi ....Area Req'd = 41.42 in2 Center = -0.12 in -0.39 in Fb : Allowable = 2760.0 psi fv : Max. Actual = 151.03 psi ....Dist = 6.12 ft 6.125 ft Fv : Allowable = 224.3 psi ...L/Deft = 1248 381 Ck = .811(E/Fb)".5 = 20.71 Left = 0.00 in 0.000 in Cs = (LeD/B'2)'.5 = 4.83 Bearing Req'd @ Left = 1.86 in ...L/Defl = 0 0 Cv per UBC 2312.4.5 = 1.00 Bearing Req'd @ Right = 1.86 in Right = 0.00 in 0.000 in ...L/Deft = 0 0 unnnnnnnnuunininnnnnnmmnnnulnliiinuununnnnnuinunnnnn 111IIIII IIIII IIIIIIIIIIIIIIIIIIII 111111111111111 111111111 I1111111111111111111111111111111111111111 , ...... . auuouu.vuuv ... a a a o I v �. i 110LJ IL. . { a V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 . �--- ° MICHAEL MOONEY CIVIL ENGINEER RCE 20647 Job Number 101-01-06 Job Name Whittier Date January 17, 2001 Analysis UBC 1997 Dead Loads Live loads Roof Metal 1.0 . 1/2" plywood 1.5 Framing 2.3 2 x Deck 4.5 Insulation 1 1/2" Gyp 2.5 13 psf. 16 psf. Wall Wood Side 1.5 Plywood 1.5 Framing 1.5 1/2 gyp 2.5 Insulation 1.0 8 psf. Floor Plywood 3.0 40 psf. Joist 2.0 Gyp bd. 2.5 8 psf Lateral loads Wind P = C, Cq q I where Exposure B Ce = 0.62 @ 15 feet Cq =0.3 in/ 0.9 out windward roof q = 14.5 psf @ 75 mph 0.67 @ 20 feet 0.7 out leeward roof I = 1 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic V=2.5CaIW/1.4R Ca=0.36,I=1,R=5.5/4.5 Soil Bearing 1500 pounds per square foot Friction = 0.35 Lateral bearing = 250 psf/ft. Page 1 0 2/ I I l aWl RIP CkLa,ANO Lo aw K 6' U*J, h:2-. 4,�,3+S('S) 0b -,a jctq2L5, HA2 t� �,� ��2r�� s�2-i h 'Some- Cit- Lel nA- -2-otL K 4R- 4- 20 �(`- 32- 2t.W . C-rar3t,e- tL d a- uc� - 0. \,,Liv- I U 7K 3.0o AM 3i n (m 6kwTb W(Ako. `i2 8K01�2 3�3�3,2x.1�i12)2 I O�o� ��n4�P�1 AV- - &a OAX& KtAj -z 1,SZL�- 749 �+�zLi� Tarr �m�nvM�Q w`7 WYYV Iq� rz:QS+ +zx-)n ❑ APPROVED CONDITIONALLY APPROVED Permit Clearance Genera/Information ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL Permit #: 99-2211 Date: 9/29/99 Owners Name: JOHN & VICKIE WHITTIER Ap #; 062-300-021 Same as Computer Information: ❑ No ® Yes Address: 2 S L t'. Q'L.b C� Property Information Zone District: --rr�i — % Date of Zoning Ordinance: 0 General Plan: 2 Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement ® No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan E No ❑ Yes Violation Area ❑ No ❑ Yes Specific Plan " f No ❑Yes ❑Chico ❑ D2N ❑ Cohasset Enterprise Zone 0 No ❑ Yes, check use Floodplain ®No ❑ Yes Zone: /1 Panel Number: C>� C_ Watershed Protection Zone _B No ❑ Yes ProRgaqd Use: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home 91 SFD Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Other Gr Ais G -G Proposed Use Complies With: ❑ General Plan ❑ Zoning Proposed Use Reouires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Accessory Building Use Comm-ercial/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 Applicable Setbacks: Zoning Code Street & Hicihways Fre Prevention Subdivision Ma Front P L Side Side street Rear Height Environmental Health Issues: Septic Permit Review: Well Permit Review: Land Development Review: Parcel Created by: ❑ Deeds Date of Creation: Deed Reference: Permit Clearance Agriculture Affidavit Required ❑ No ❑ Yes Designated Well Site ❑ No ❑ Yes Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: Legal Access Provided: Legal Access Required: ❑ No ❑ Yes, Road Name: ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes Map Date of Recording: Lot' Block: Book: Page: Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Comply with condition no. A 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 ❑ Other General Comments: 'AIO A31W013A30 ONVI 31MS A0 k1N600 66610 £ d3S (13AI333a ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. X. 534-4281 September 27, 1974 Yay G., Cornaore, Jr.: P., 0. BOX 1.807 mesio Park, ' California ' 94025 Dear.. ter.; Connors t F A review of your application for a permit-to.construct.a sewage disposal system on lot 19 of .3pring Valley Addition, Unit As, at Lake Madrone, indicates that there are serious drainage pro- blems on the lot.. For 4 to 6 months of the year the drainage con- ditions are.au severe that crater stands over much of the lot surface and a septic tank system could not be e.:ected to function satisfactori y during that time Because of the above conditions, we are unable to issue a sewage disposal permit at this time.. It is our understanding that a portion of the Orovile—Quincy Road -is to be reconstructed in the area above your lot. If such construction alters the drainage problem, or -if you can otherwise alleviate the drainage problem, we will be happy to re-evaluate your application. Very truly yours Lynn Janhart Supervising Sanitarian LV:Ig cc: Supervisor MWillop 7 -062-300-021 03-0034 . WITTIER, JOHN 32 AZALEA LN., BERRY CREEK RENEWAL BP#02-0305 L t E COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 5387541 PERMIT N0. (Rev. 12/96) APPLICATION AND PERMIT s .a . ASSESS„ PARCEL N_ NUMBER JZ(1W(1__ ZONING 1 BUILDING PERMIT OWNERS WITTIER. JOHN TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNER'S MAILING ADDRESS 25 LINM MIA DRIVE ORMUZ CA 95965 CONTRACTOR'S NAME 0 M TELEPHONE CONTRACTORS MAILING ADDRESS - w CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Film Fee $ 20.00 g Q Permit Fee 4-437.00 $ 218.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINyDDRIX M. BERRY CREEK, CA 95916 Energy Plan Checking Fee $ PERMIT FEE $ 238.50 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF bXDuplex ❑ Mobilehome ❑ Other - SPECIFY Solar or heat pump 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: RENEWAL OF BP# 02-0305 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G-1 W 1 @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 "OOVORLESS 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 is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑f 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. ❑ 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 zoOA TO 1000A 46.00 NEW CONST. DW EILNG OCCUP. SO OR ADDNS. ( 8 ACC. S.3.50FT. MULTI -OUTLET @7.50 CONSTBRANCH I UI . POWER APPARATUS b SINGLE OUTLET CIR. OUTLET OR FDCTUREs Ex. Occup. BAIL p 1.50 ..FIXED APPLNS. OR 5.00 Ex. Occup. ouTLETs RESID. E0. 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: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit 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.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensationprovisions of section 3700 of the Labor Code, I shall forthwith comply with se rovisions. / X - L E .' ry Date �/ i Signature of Applicant - —Owner ❑Contractor ❑Agent An OSHA permits required for excavations over 60" deep and demolition or construction[ of structures over 3 stories in height. \ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 238.50 wi2• D FEES IMP I FLOOD I COF PARCEL I PD FH7E This permit is hereby issued under the applicable provisions the Butte County Code and/or Resolute to do work indicated above for which fees have been aid. By Q A ate PERMIT EXPIRES ON 2114/ Date Receipt No. 71?q1A 10 1P S 'y WHITE-D.D.S.-B. D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT GARAGE WIDTH SEE 'W' PER 5GHEDIJI F r GL RIDGE PER REF. O NOTE, �- 7 j -� ALL GARAGE DUPLEX TO 5E b GFI'5 ® t 42" A.F.F. 9' T TUM I FLOUR rm. I W V � _ FOR DOPt�76x 4= 16010 'O. H. DOOR IN -11 PER (ALT 16080 O. H. G AT W -D" PLATE HEI( 5GHED I6' -O" FIN. OPNO. FLOORPLAN ►� DATA 5UMMARY CODE ANALY515 BLDG CODE Igg7 UBG SNOW LOAD, 50 P5F WIND LOAD, bO MPH EXP '5' PROJECT ANALYSIS, FOUNDATIONS - BY OWNER OR LICENSED CONTRACTOR MATERIALS - 5Y BUILDER SUPPLY 7015 5KYWAY, PARA015E CONSTRUCTION - 5Y OWNER OR LICENSED CONTRACTOR NOTE, THESE ARCHITECTURAL. DOCUMENTS ARE NOT COMPLETE WITHOUT WSM155ION OF A SITE PLAN FOR THE PROPOSED STRUCTURES, PROPOSED BLDG., t EXISTING SEPTIC SYSTEM. BUILDING DESIGNATION FOR THESE CON5TRUCTION DOCUMENTS PLAN Mme. (� ScN�txILE� I� GARAGE WIDTH SEE 'W' PER 5GHEDIJI F r GL RIDGE PER REF. O NOTE, �- 7 j -� ALL GARAGE DUPLEX TO 5E b GFI'5 ® t 42" A.F.F. 9' T TUM I FLOUR rm. I W V � _ FOR DOPt�76x 4= 16010 'O. H. DOOR IN -11 PER (ALT 16080 O. H. G AT W -D" PLATE HEI( 5GHED I6' -O" FIN. OPNO. FLOORPLAN ►� DATA 5UMMARY CODE ANALY515 BLDG CODE Igg7 UBG SNOW LOAD, 50 P5F WIND LOAD, bO MPH EXP '5' PROJECT ANALYSIS, FOUNDATIONS - BY OWNER OR LICENSED CONTRACTOR MATERIALS - 5Y BUILDER SUPPLY 7015 5KYWAY, PARA015E CONSTRUCTION - 5Y OWNER OR LICENSED CONTRACTOR NOTE, THESE ARCHITECTURAL. DOCUMENTS ARE NOT COMPLETE WITHOUT WSM155ION OF A SITE PLAN FOR THE PROPOSED STRUCTURES, PROPOSED BLDG., t EXISTING SEPTIC SYSTEM. BUILDING DESIGNATION FOR THESE CON5TRUCTION DOCUMENTS PLAN Mme. (� ScN�txILE� - 3 PTR OF SEC. 27 21 "..5E. ISA. D. B: M 62 F2-12 0 6 s M. 28 K;;i� r, 34 31 qb bti \a6' a 27 --/001 �► � O J i �v \0 62 '�► 2 61- 45 PA tie \ x PG \3 -t5 0111E � \ P 0 00 5A � A O d a 4 Gy 1ti• \ \ \ \ 6 5 6 Z$ r 18 \ M 98 3Q 27 0 G,� A\. O 9 26 N 50 �,y� 2822Pc 1 yr {; PT N 1 s D9 51 �a 9CT 23 29 1.61 Ao 48 aG 52 a %, 130 '1r 30 Z'S A 00 G 24 .46Ac O REMAINDER 47 31 gs s." ON PAGE 28 a IZ• 00 20 w PM q3-12 r� O 23 \ 62-12 cv 46 _ �? 131. 46 130 w' Mg A • .• 21 CTO 228. NOTE: These parcels are for assessment purposes '+ 6 only and may not constitute legal parcels. r fy �a Assessor's Mop No. 62- 30 ' County of Butte, Co. �\ FEATHER RIVER FOREST HOMES, SPRING VALLEY ADD. 24 M.O.R. 3/5 REVISED: 1-97 FEATHER RIVER FOREST HOMES, SPRIN(,' VALLEY ADD UNIT 2 35M.O.R. 1/3 7-14-66 LOTS 1/31 ' WARNING ! BCSI-61 SUMMARY SHEET -RJURUIOR10I+ANDLING, INSTALLING AND BRAC�IING OF METAL PLATE CONNECTED WOOD TRUSSES GENERAL NOTES Trusses are not marked in any way to identify the frequency or location of temporary bracing. Follow the recommendations- for handling, installing and temporary bracing of trusses. Refer to BCSI 1-03 Guide to Good Practice for Connected Wood Truss es for more detailed information. Truss Design Drawings may specify locations of permanent bracing on individual compression members. Refer to the BCSI-83 Summary R inforc m nt for more information. All other permanent bracing design is the responsibility of the Building Designer. NOTAS GENERALES Los trusses no est6n marcados de ning6n modo que identifique la frecuencia o localizaci6n de los arriostres (bracing) temporales. Use las recomendaciones de manejo, instalaci6n y arriostre temporal de los trusses. Vea el fdleta Para mayor informaci6n Los dibujos de diseno de los trusses pueden especificar las localizations de los arriostres permanentes en los miembros individuales en compreskin. Vea la hoja resumen BCSI-B3 Dara los arrlostres permanentes y refuerzos de los miembros secundarius (webs) para mayor informaci6n. EI resto de arriostres permanentes son la responsabilidad del Disenador del Edificio. © The consequences of improper handling, Installing and bracing may be a collapse of the structure, or worse, serious personal injury or death. EI resultado de un manejo, instalaci6n y arriostre inadecuados, puede ser la caida de la estructura o aGn peor, muertos o heridos. Banding and truss plates have sharp edges. Wear Q gloves when handling and safety glasses when ®oBo cutting banding. Empaques y placas de metal tienen bordes m afilados. Use guantes ylentes protectores cuando Corte los empaques. HANDLING - MANEJO QAllow no more No permits mas Qi Use special care in than 3" of defiec- de 3 pulgadas de windy weather or tion for every 10' pandeo por cada 10 near power lines of span. pies de tramo. and airports. ,o• ,o, . � s•max. 4= 'o- ONE o F1-7f Pick up vertical Levante de la cuerda bundles at the superior los grupos top chord. verticales de trusses. ONE WEEK OR LESS MORE THAN ONE WEEK ZBundles stored on the ground for one week or more should be raised by blocking at 8' to 10' on center. Los paquetes almacenados en la tierra por Una semana o mas deben ser elevados con bloques a Cada 8 o 10 pies. r7f For long term storage, cover bundles to pre- vent moisture gain but allow for ventilation. Para almacen-amiento por mayor tiempo, cubra los paquetes para prevenir aumento de humedad pero permita ventilacl6n. Utilice cuidado especial en dias ventosos o cerca de cables el6ctricos o de aeropuertos. Q, Avoid lateral bending. — Evite la Flexi6n lateral. Do not store No almacene unbraced bundles verticalmente los upright. trusses sueltos. Do not store on No almacene en uneven ground. tierra desigual. ,ice �irr: a:a,r HAND ERECTION — LEVANTAMIENTO A MANO 1-7f Trusses 20' or , , ; % `; ; I /f Trusses 30' or IJ less, support LJ less, support at at peak, j quarter points. f i Levante Levante de del pito los los cuartos trusses de 20 de tramo los pies o menos. trusses de 30 E Trusses up to 20' -0. pies o menos.Trusses up to 30' -1,I Trusses hasta 20 pies I �russes hasty 30 pies HOISTING — LEVANTAMIENTO QHold each truss in position with the erection equipment until temporary bracing is installed and truss is fastened to the bearing points. Sostenga cada truss en posici6n con la grGa hasta que el arriostre temporal est6 instalado y el truss asegurado en los soportes. Do not lift trusses over 30' by the peak. No levante del plco los trusses de m6s de 30 pies. Greater than 30' M6s de 30 Dies HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO POR LONGITUD DEL TRUSS 60' or less �— Approx. 1/2 —1_I truss length Tagline TRUSSES UP TO 30' TRUSSES HASTA 30 PIES Toe-in�� / Tin Spreader bar 1/2 to 2/3 truss length Tagline TRUSSES UP TO 60' TRUSSES HASTA 60 PIES Locate Spreader bar Attach above or stiffback 10'maxx.. mid -height L NNNI W/ V11,61 Spreader bar 2/3 to �— 3/4 truss length —� Tagline TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60 PIES BRACING - ARRIOSTRE © Refer to BCSI-B2 Summary Sheet - Truss Installa- tion and Temporary Bracing for more information. Vea el resumen BCSI-82 - Instalaci6n de Trusses y Arriostre Temporal para mayor informacidn. Do not walk on unbraced trusses. No camine en trusses sueltos. QLocate ground braces for first truss directly in line with all rows of top chord temporary lateral bracing. Coloque los arriostres de tierra para el primer truss directamente en linea con cada Una de las files de arriostres laterales temporales de la cuerda superior. Brace first truss well before erection of additional trusses. - V•q%"irk Top Chord Temporary Lateral Bracing (TCTLB) nin. BRACING FOR THREE PLANES OF ROOF EL ARRIOSTRE EN TRES PLANOS DE TECHO QThis bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Este metodo de arriostre es para todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. 1) TOP CHORD — CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing Spreader bar for Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' truss bundles Haste 30 pies 30 pies m6ximo 30' to 45' 8' o.c. max. " O O 1-7f Check banding Revise los empaques lJ prior to moving antes de mover los bundles. paquetes de trusses. Q, Avoid lateral bending. — Evite la Flexi6n lateral. Do not store No almacene unbraced bundles verticalmente los upright. trusses sueltos. Do not store on No almacene en uneven ground. tierra desigual. ,ice �irr: a:a,r HAND ERECTION — LEVANTAMIENTO A MANO 1-7f Trusses 20' or , , ; % `; ; I /f Trusses 30' or IJ less, support LJ less, support at at peak, j quarter points. f i Levante Levante de del pito los los cuartos trusses de 20 de tramo los pies o menos. trusses de 30 E Trusses up to 20' -0. pies o menos.Trusses up to 30' -1,I Trusses hasta 20 pies I �russes hasty 30 pies HOISTING — LEVANTAMIENTO QHold each truss in position with the erection equipment until temporary bracing is installed and truss is fastened to the bearing points. Sostenga cada truss en posici6n con la grGa hasta que el arriostre temporal est6 instalado y el truss asegurado en los soportes. Do not lift trusses over 30' by the peak. No levante del plco los trusses de m6s de 30 pies. Greater than 30' M6s de 30 Dies HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO POR LONGITUD DEL TRUSS 60' or less �— Approx. 1/2 —1_I truss length Tagline TRUSSES UP TO 30' TRUSSES HASTA 30 PIES Toe-in�� / Tin Spreader bar 1/2 to 2/3 truss length Tagline TRUSSES UP TO 60' TRUSSES HASTA 60 PIES Locate Spreader bar Attach above or stiffback 10'maxx.. mid -height L NNNI W/ V11,61 Spreader bar 2/3 to �— 3/4 truss length —� Tagline TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60 PIES BRACING - ARRIOSTRE © Refer to BCSI-B2 Summary Sheet - Truss Installa- tion and Temporary Bracing for more information. Vea el resumen BCSI-82 - Instalaci6n de Trusses y Arriostre Temporal para mayor informacidn. Do not walk on unbraced trusses. No camine en trusses sueltos. QLocate ground braces for first truss directly in line with all rows of top chord temporary lateral bracing. Coloque los arriostres de tierra para el primer truss directamente en linea con cada Una de las files de arriostres laterales temporales de la cuerda superior. Brace first truss well before erection of additional trusses. - V•q%"irk Top Chord Temporary Lateral Bracing (TCTLB) nin. BRACING FOR THREE PLANES OF ROOF EL ARRIOSTRE EN TRES PLANOS DE TECHO QThis bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Este metodo de arriostre es para todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. 1) TOP CHORD — CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing Longitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' o.c. max. Haste 30 pies 30 pies m6ximo 30' to 45' 8' o.c. max. 30 a 45 pies 8 pies m6ximo 45' to 60' 6'o.C. max. 45 a 60 pies 6 pies m6ximo 60' to 80'* 4' o.c. max. 60 a 80 pies* • 4 pies m6ximo *Consult a Professional Engineer for trusses longer than 60'. `Consulte a un ingeniero para trusses de mas de 60 pies. Q See BCSI-B2 for TCTLB options. Vea el BCSI-62 para las opciones de TCTLB. © Refer to BSSL-86L of Repeat diagonal braces. Vea el resumen LJ BCSI-B6 - Arriostre Repita los arriostres del truss terminal diagonales. de un techo a dos aquas. f�f Set first five trusses with spacer pieces, then add diagonals. Repeat LJ process on groups of four trusses until all trusses are set. Instale los cinco primeros trusses con espaciadores, luego los arriostres diagonales. Repita este procedimiento en grupos de cuatro trusses hasta que todos los trusses esten instalados. 2) BOTTOM CHORD — CUERDA INFERIOR Lateral braces 2x4x12' length lapped over two trusses. 30,45 max. Diagonal braces every 30 truss spaces (20' max.) Some churl and Yveb memlx,i'S not.,horyn for clarity% 3) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS Web members Diagonal braces every 10 truss spaces (20' max.) 10'-15' max. same spacing as bottom chord Some chord and web members not shown for clarity. lateral bracing DIAGONAL BRACING IS VERY IMPORTANT iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE11 46 BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 ®Refer to 0CSI-g7 Maximum lateral brace spacing Summary Sheet Max. Truss Bow Length 10' o.c. for 3x2 chords - Temporary andof 15, 15' o.c. for 4x2 chords Diagonal braces Permanent Bracing 10' every 15 truss for Parallel Chord Tolerances for spaces (30' max.) Trusses for more V. 16.7' Information. 1/4" 1' Vea el resumen BCSI-87 - Arriostre 1.1/8° 18.8' Tolerancias para I temporal y nermanente de The end diagonal 1-1/4" 20.8' trusses de cuerdas brace for cantilevered 3/4" 3' oaraleja5 para mayor trusses must be placed Lateral braces informad6n. on vertical webs in line 2x4x12' length lapped with the support. over two trusses. INSTALLING - INSTALACION TOut-of-Plane.ncias para Fuera-de-Plano. o erances or ut-o - ane. — o era Gypsum Boats QTolerances Length —► Max. Max. Max. Truss Bow Length 16" ---- ----- --- --------- Length �— Le ► 3/4° 12.5' 8" Clay Tile 3.4 tiles high 7/8" 14.6' Tolerances for D/50 D (ft.) V. 16.7' Q Out-of-Plumb.1 I 1/4" 1' 1.1/8° 18.8' Tolerancias para I 1/2" 2' 1-1/4" 20.8' Fuera-de-Plomada. 3/4" 3' o plumb bob 1" 4' ' 1-1/4" 5' D/50 max I 1-1/2" 6' 1-3/4" 7' 2" z 8' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION 0 Do not proceed with construction until all bracing is securely Maximum Stack Height and properly in place. for Materials on Trusses No proceda con la construcci6n hasta que todos los arriostres esten colocados en forma apropiada y Segura. 0 Do not exceed maximum stack heights. Refer to BCSI--B4 Summary Sheet -Construction Loading for more information. No exceda las maximas alturas recomendadas. Vea el res6men BCSI-B4 Carga de Construcci6n para mayor informaci6n. Do not overload small groups or single trusses. No sobrecargue pequenos grupos o trusses individuales. Material Height (h) Gypsum Boats 12" Plywood or OSB 16" Asphalt Shingles 2 bundles Concrete Block 8" Clay Tile 3.4 tiles high QPlace loads over as many trusses as possible. Coloque las cargas sobre tantos trusses tomo sea posible. QPosition loads over load bearing walls. Coloque las cargas sobre las Paredes soportantes. ALTERATIONS — ALTERACIONES 11 Rcfe. Lu BCSI• BS Summary Gheet - Trucc Damogo ]obcito Mntlifica in c Do f i ctallatinn Frrrlrs, L� Vea el resumen BCSI-B5 Danos de trusses Modificaciones en la Obra y Errore< de Instalaci6n. Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No torte, altere o perfore ning6n miembro estructurel de los trusses, a menos que este especificamente permitido en el dibujo - del disefio del truss. QTrusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la construcci6n o han sido alteredos sin Una autorizaci6n previa del Fabricante de Trusses, pueden reducir o eliminar la garantia del Fabrirante de Trusses. NOTE: The Truss Manufacturer and Truss Designer must rely on the fact that the Contractor and crane operator (if applicable) are ca- pabte to undertake the work they have agreed to do on a particular project. The Contractor should seek any required assistance regarding construction practices from a competent party. The methods and procedures outlined are Intended to ensure that the overall construction techniques employed will put floor and roof lasses Into place SAFELY. These recommendations for handling, installing and bracing wood trusses are based upon the collective experience of leading technical personnel In the wood truss Industry, but must, due to the nature of responsibilities Involved, be presented only as a GUIDE for use by a qualifled Building Designer or ErectioNinstallatlon Contractor. n Is not Intended that these recommendation be Interpreted as superior to any design specification (provided by either an Architect, Engineer, the Building Designer, the Erectiorvinstallatlon Contractor or otherwise) for handling, installing and bracing wood lasses and it does not preclude the use of other equivalent methods for bracing and providing stability for the walls and columns as may be determined by the truss ErectloNlnstallatlon Contractor. Thus, the Wood Truss Council of America and the Truss PWM Institute expressly disclaim any responsibility for damages a risi ng from the use, application, or reliance on the recommendations and information contained herein. WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE 6300 Enterprise Lane ° Madison, WI 53719 218 N. Lee St., Ste. 312 * Nexandira, VA 22314 608/274-4849 ° www.woodtruss.com 703/683-1010 ° www.tpinst.org BIWARN11x1720050501 iADVERTE N C*�IA� H07A RESUMEN DE LA GUIA DE BUENA PRAC�TICA PARA EL MANEJO, INSTtALACION Y ARR'IOSTRE DE LOS TRUSSES DE MADERA CONECTADOS CON PLACAS DE METAL � 0 L o SHEAR F PER SCHE 5/8"0 ALL–THREAD DOUBLE STUDS Q HOLDOWNS PHD2–SD; HOLDOWD 1/2'0 A.B. S 1 TYPICAL HOLDOWN 1 S/8-0 ALL–THREAD CNW5/8 COUPLER NUT e y SST816 ANCHOR BOLT ... ?+s 5-16d's �,� �F s0 i R SIMPSON GBC AO)>4 Z, 0 0 16d's 0 12" O.C. THRU� BOTTOM CHORD TO 2X NAILER TO TOP PLATE 16d's ® 12" O.C. BOTTOM PL 16d's 0 8" O.C. THRU RIM JST. TO 2X NAILER TO TOP PLATE 1/2" A.B.'s C. 6' O.C. (UNO), NTS a OI O �I cz I � N 1 i i I I � O! L: a•6 I� I IJCTF.s O(L 4/AW$ .4" FI(ZS? F�-R• 0-A S''x V C.md 1!�Loc-,K C2 %WaLLS Tam Zx4 STUPS 1�ID 10 Q.G. HF-16H-r-ro m0c44 I&'. RL.K, 2 FL�D1� ��AMlN.� 1�L�N 66 1411= Iloll , • uo rx viswit �c/A l Ls AT 2 F1,0012 -rep i' S' -OW 71" STllb5 AlrIGII o.r WTIMICA WAW510 5S $ -0'fX0 • ZXl, STUDS I�" a, a, o &olowm Remiag at STuo. 2x4 OUTRIGGERS 0 36" O.C. MAX. BN ------ I` _..-_.._.4o��0u1144-114 FN --- ('Si� SHEAR TRANSFER ji N.T.S. STOCKDRAFTING FOF7M NO. 101.55 END TRUSS i _3/8" MIN. PLYWD (OR O.S.B.) w/ 8d's PER SHEAR WALL SCHEIDULE i I -2x FRAMING 0 16" O.C. I ' 4"Co1Z. /?,.V I UIt 0 0 I o r- oOTI NCS -� I O 4l a colla SLAM Q -- ��? 40 6t�� ►.v�. C3�5 q S St o AWAY F90H t i.! s � 4 PSLI ill � x ,R 1 I 4!-9 ` 3D'-DII Inl.nli _ _ �O V t� V A—r10 t- 1 LA%� w I `Fa pu 1.�1 3'11 Io1_3u J to=o ROTE: .I See The Attached 5G 1/4-11 1'..0LtaIn,t L12- ` —y - —I N •� 1 N I©' ' e i BUTT E COUNTY REVISIONS BY JJAO .1-c-,06 �P' D.w >' NO C 60924 cr' J;L31/G6 ©. C4L��� Ltm J N � BUILDING DIVISION r, + �- W ` - - - �� I a ' Z S C) 1% 4 me 3 C r�ACa� I AJrVAVZ5 '• c tii .-�► i --11 I I 5573146 .40! LAUWDY%\ ca�a1'ipll ---- _ . n 3/0 30 CL55TS I6 � s BJ P --� -- - - DATE / Q r1'Dw7�''5��11�Llo►l .t..� . R, I'i I J�V•�....t' 2'�' SSTL3 ro SCALE AiS :;. 1 _ !w 121 0ll �-a, it it 11 DRAWN i NT . (x.111 12 2 ¢: I o 1 1.011 1 - Q.p a 'i.WFIPiI'1ago' _ SHEET ��-r F:LooK iPLAt� F.- L EC;rF, I CA ol/ t OF 2 SHEETS .p . SHEAR WALL SCHEDULE NOTE: HOLDOWNS REQUIRE DOUBLE STUDS ® DENOTES WALL LINE IDENTIFICATION ® DENOTES SHEAR WALL IDENTIFICATION QAPA 1 RATED 3/8" ORIENTED STRAND BOARD SHEATHIING WITH 8d (0.113 x 2 3/8") NAILS AT 6" ON CENTER EDGE NAILED, 12" FIR FRAMING AT 16" ON ON CENTER FIELD NAILED TO 2X DOUGLAS CENTER. AAPA RATED 3/8" ORIENTED STRAND BOARD SHEATHIING WITH 8d (0.113 x 2 3/8") NAILS AT 4" ON CENTER EDGE NAILED, 12" FIR FRAMING AT 16" ON CENTER. ON CENTER FIELD NAILED TO 2X DO DOUGLAS A SIMPSON STRONG—TIE PHD2—SDS3 HOLDOWN W/ SST816 ANCHOR BOLT. S1. 1/2'0 A.B. S 1 TYPICAL HOLDOWN 1 S/8-0 ALL–THREAD CNW5/8 COUPLER NUT e y SST816 ANCHOR BOLT ... ?+s 5-16d's �,� �F s0 i R SIMPSON GBC AO)>4 Z, 0 0 16d's 0 12" O.C. THRU� BOTTOM CHORD TO 2X NAILER TO TOP PLATE 16d's ® 12" O.C. BOTTOM PL 16d's 0 8" O.C. THRU RIM JST. TO 2X NAILER TO TOP PLATE 1/2" A.B.'s C. 6' O.C. (UNO), NTS a OI O �I cz I � N 1 i i I I � O! L: a•6 I� I IJCTF.s O(L 4/AW$ .4" FI(ZS? F�-R• 0-A S''x V C.md 1!�Loc-,K C2 %WaLLS Tam Zx4 STUPS 1�ID 10 Q.G. HF-16H-r-ro m0c44 I&'. RL.K, 2 FL�D1� ��AMlN.� 1�L�N 66 1411= Iloll , • uo rx viswit �c/A l Ls AT 2 F1,0012 -rep i' S' -OW 71" STllb5 AlrIGII o.r WTIMICA WAW510 5S $ -0'fX0 • ZXl, STUDS I�" a, a, o &olowm Remiag at STuo. 2x4 OUTRIGGERS 0 36" O.C. MAX. BN ------ I` _..-_.._.4o��0u1144-114 FN --- ('Si� SHEAR TRANSFER ji N.T.S. STOCKDRAFTING FOF7M NO. 101.55 END TRUSS i _3/8" MIN. PLYWD (OR O.S.B.) w/ 8d's PER SHEAR WALL SCHEIDULE i I -2x FRAMING 0 16" O.C. I ' 4"Co1Z. /?,.V I UIt 0 0 I o r- oOTI NCS -� I O 4l a colla SLAM Q -- ��? 40 6t�� ►.v�. C3�5 q S St o AWAY F90H t i.! s � 4 PSLI ill � x ,R 1 I 4!-9 ` 3D'-DII Inl.nli _ _ �O V t� V A—r10 t- 1 LA%� w I `Fa pu 1.�1 3'11 Io1_3u J to=o ROTE: .I See The Attached 5G 1/4-11 1'..0LtaIn,t L12- ` —y - —I N •� 1 N I©' ' e i BUTT E COUNTY REVISIONS BY JJAO .1-c-,06 �P' D.w >' NO C 60924 cr' J;L31/G6 ©. C4L��� Ltm J N � BUILDING DIVISION r, + �- W ` - - - �� I a ' Z S C) 1% 4 me 3 C r�ACa� I AJrVAVZ5 '• c tii .-�► i --11 I I 5573146 .40! LAUWDY%\ ca�a1'ipll ---- _ . n 3/0 30 CL55TS I6 � s BJ P --� -- - - DATE / Q r1'Dw7�''5��11�Llo►l .t..� . R, I'i I J�V•�....t' 2'�' SSTL3 ro SCALE AiS :;. 1 _ !w 121 0ll �-a, it it 11 DRAWN i NT . (x.111 12 2 ¢: I o 1 1.011 1 - Q.p a 'i.WFIPiI'1ago' _ SHEET ��-r F:LooK iPLAt� F.- L EC;rF, I CA ol/ t OF 2 SHEETS .p . ce,me 5-91066•F- S� M&OWL, 0100FIK16 -Fol� FIF-Lr PAPIV-o 7- 12 F— K FjLX Geg 4-x45ADS9 x 14l4 4 VUAL, 6LAZZO IZ:19 IDATrIRSULA-rI04 ;z 3-0 7a -.r. b Is,* e- 1,6 do"e ret 19 cSa,.Tr i t,,JS uU. SIZ Ram Y1I PAAALt.A)A P,�SL. 6 /1NQrJRwl�tzttNG WALL - N -r lc�10-4 Wlaly? 159. r--+ eo0e.- -fLA5 1/2" PLY. or O.-S.B. 2x4 EAVE BLOCK PROVIDED SCREENED EAVE VENT W/ INSULATION BAFFLES 0 EVERY 4TH BLOCK 1/2- CCX PLY. 0 EAVES FASCIA SHEAR PANEL PER SCHEDULE 16d's 0 16" O.C. BOTTOM PL E.N. LSL RIM JOIST 16d TOE NAILS 0 120 O.C. FORM NO. 101.55 9 0 SG SIMPSON Hl 'n?. -2x STUDS 0 16" O.C. - 3/4" T&G PLYWOOD /-- 16" TGI 230's 0 16" o.c. 2-16d's 0 EACH 2x GYP. NAILER BLOCK 1/2" A.B.'s 0 6' O.C. (UNO) �SBEARTRANSFER N.T.S. I LEFT SL-WA-no4 S, 8AAG& ,X4. P05r Zx4 rvS.-Ilkim - rZ16�4 T' SE\/A:r cKI f—U G 6EAV.4.6 WALL r -I %AI&SMAp 5A4,M/pL-,A-lt I If II i� � � �I I I° jl ;� 'i •, ! ;I � !! it ,; ;� 1 1 ,� �! I if ,X4. P05r Zx4 rvS.-Ilkim - rZ16�4 T' SE\/A:r cKI f—U G 6EAV.4.6 WALL r -I %AI&SMAp 5A4,M/pL-,A-lt L Q0oF �-16:i P-LLO A 6 u ............ T- ........... k rw-e LW 7 pze&ulxzv i6je(VO.C.- CaorMjWooP to FOW-11146i AU grAD595 -ro OF, A -)e M EXCJt' AS 90TCO r L6. -s�-Jovw/ Lo.Av ( Gr-aUv-17 6�4a,,/ LOAZ) E.\/A-rl 0 kJ, 11, Sc 1/4u- 1'01,t)' .Z0 FLooiz r -Voll BUTTE CCOUNTY B U LED! N (31 D I V I S 10 N APPROVED REVISIONS By DATE JAQ-71 2001 SCALE I &S SNowIJ DRAWN NI. A. JOB SHEET 2. OF 2 SHEETS I If if i � I' �I ( i I c\I II i' 11 1! if I I It L Q0oF �-16:i P-LLO A 6 u ............ T- ........... k rw-e LW 7 pze&ulxzv i6je(VO.C.- CaorMjWooP to FOW-11146i AU grAD595 -ro OF, A -)e M EXCJt' AS 90TCO r L6. -s�-Jovw/ Lo.Av ( Gr-aUv-17 6�4a,,/ LOAZ) E.\/A-rl 0 kJ, 11, Sc 1/4u- 1'01,t)' .Z0 FLooiz r -Voll BUTTE CCOUNTY B U LED! N (31 D I V I S 10 N APPROVED REVISIONS By DATE JAQ-71 2001 SCALE I &S SNowIJ DRAWN NI. A. JOB SHEET 2. OF 2 SHEETS