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040-590-005
040-590-005 Deed Restriction for BP#03-0170 ENVIRONMENTAL For Unfinished Attic Area HEALTH CLEARARANCE 040-5911-005 02-1024 13RIAN & JENNI - . DATE 3 L l ^d qGORDON. J� Ft:RSON AVE. DU 1NAcLED _ NSF "'/GARAGE ,/y_03 040-590-005 03- GORDON, BRIAN INl1LED 9873 FERSON AVE, DURHAM OWNER S=/3-63 UNFINISHED ATTIC AREA B07-2785 040-590-005 SECOND DWELLIN(SFD-Custom/Model NSF(I 145), COV(295): AG WORKER U FERSON AVE GORDON, BRIAN A & JENNIFER m BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 9871 FERSON AVE Owner: Permit NO: B07-2785 APN: 040-590-005 GORDON, BRIAN A & JENNIFE Issued Date: 05/12/2008 By TMP Permit type: SECOND DWELLING 9873 FERSON AVE Subtype: SFD-Custom/Model DURHAM, CA 95938 Expiration Date: 05/1.2/2009 Description: NSF(1145), COV(295): AG WORKEF Occupancy: R-3 Zoning: Contractor Applicant: Square Footage: TBD DAVID WASNEY Building Garage RemdUAddn 1280 ORCHARD WAY 11,145 CHICO, CA 95928 Other Porch/Patio Total (530) 519-9648 295 1,440 FEE INFORMATION CWIF SF $2,411.06 DBSMIP Residential $7.91 CWIF SF $2,029.00 CWIFAUD Impact Processing Audi $50.00 CWIFDDS Impact Processing Fee $50.00 DB R3 Dwelling -Custom, Model $973.41 DB R3 Dwelling -Custom, Model $1,460.11 DBEH Building Review Fee $75.70 Total Charged: $7,173.17 Fees Paid: $7,173.17 . DBOMSCF FEMA Flood Zone Review $115.98 Balance Due: $0.00 Receipt No: B7295 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 Contractors License TBD / / 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 permit subjects X 05/12/2008 the applicant to a civil penalty of not more than five hundred dollars [$500); Please check one of the following: Contractor's Signature Date , IYI i, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE LJ 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 byCONTRACTORS ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED TO CONSTRUCTTHE PROJECT (Sec. 7044, Business and Professions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit 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 Contractors License Law.). Carrier: Policy Number: Exp. Date: (This section need not a completed if the permit is or one hundreddollars ($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 ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California, and agree that if I should become subject to the workers' X 05/12/2008 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owner's Signature Date provisions. X 05/12/2008 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 Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of pe. -mit. 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 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 thatt is 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 B. AV, ' vh 05/12/2008 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for of Permittee [SIGN] . Print Date the performance of the work for which this permit is issued. (3097 civ. code) Owner 11. Contractor OR ElAgent for Owner ElAgent for Contractor FILE COPY ' Lender's Address City State Zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION" OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds PLEASE PRINT CLEARLY PERMIT NO. n bio-71� BIN 5k "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. OWNER INFORMATION Last Name First Mailing Address City DLA Stat H Zi Phone Fax ek` E-mail 6 aQ A PLIC NT ATURE X PROJECT LOCATION WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than licensed 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. qC2, I" .. gb_�, L' Sq FT- Living )/ Garage Open Co ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): I.M. �_- R� CONTRACTOR Name Address Stats.► C1�' i City Phon' State Zip Phone Fax E-mail Lic. # Class A PLIC NT ATURE X PROJECT LOCATION WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than licensed 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. qC2, I" .. gb_�, L' Sq FT- Living )/ Garage Open Co ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): I.M. �_- R� ARCHITECT/ENGINEER Name Address Stats.► C1�' i City Phon' State Zip Phone Fax E-mail State License Number A PLIC NT ATURE X PROJECT LOCATION WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than licensed 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. qC2, I" .. gb_�, L' Sq FT- Living )/ Garage Open Co ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): I.M. �_- R� ,APPLICANT INFORMATION Name Address City Stats.► C1�' i Phon' � Fax E-mail A PLIC NT ATURE X PROJECT LOCATION WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than licensed 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. qC2, I" .. gb_�, L' Sq FT- Living )/ Garage Open Co ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): I.M. �_- R� MI r ... =1FMAf m=u Wim.. I Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538=7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds **PERMIT APPLICATION DATA SHEET** Reference Number: B07-2785 Date: 12/31/2007 Location: FERSON AVE By: KCG Parcel Number: 040-590-005 Sub Type: SFD-Custom/Model Owner Name: GORDON, BRIAN A & JENNIFER Phone: Description: NSF(1145), COV(295): AG WORKER UNIT The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No DRAINAGE DISTRICTS ❑ ❑ Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 ❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 ❑ City of Chico, PO Box 3420, 411 Main Street, Chico CA 95927 - (530) 879-6700 PARKS & RECREATION DISTRICTS Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 1:1 ❑ Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 E] ❑ Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 ❑ SCHOOL DISTRICTS ❑ Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 ❑ Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 ❑ Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 El ❑ Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 ❑ M Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000 ❑ Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 ❑ Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext: 105 E] Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER E] ❑ Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions )City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868,-5447 i . q- Other: l Jgki C] Other: "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to blic inspec 'on and will be posted on the County's website for electronic access. ' Signature of Property Owner: Date: 12/31/2007 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 ((C 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: B07-2785 Date: 12/31/2007 Location: FERSON AVE By: KCG Parcel Number: 040-590-005 Sub Type: SFD-Custom/Model Owner Name: GORDON, BRIAN A & JENNIFER Phone: Description: NSF(1145), COV(295): AG WORKER UNIT 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: 1�a L Title: A6r-ui- FILE Date: 12/31/2007 BUTTE, COUNTY FEE SUMMARY Permit Number: B07-2785 Job Address: FERSON AVE Contractor: TBD 7 County Center Drive Oroville, CA 95965 Printed: 12/31/2007 3:35 pm Fee Description Account Number Fee Amount Paid Date Pmt Amt CWIF SF CWIFLBRYM SF 1825-0-280-1011827 $162.04 CWIFLBRYV SF CWIFFIREF SF 1851-0-280-1011852 $366.35 1840-0-280-1011841 $312.99 CWIFFIREVE SF 1851-0-280-1011853 $707.16 CWIFSHERFJL SF 090807 1800-0-280-1011811 CWIFPWRDS SF 1831-0-280-1011001 $1,337.55 DB R3 Dwelling -Custom, Model $7.91 DBF DWLNG CSTM/MDL N Plan Rvv 0010-440001-4210500-1010 $973.41 12/31/2007 $973.41 DBF DWLNG CSTM/MDL N Permit F( 0010-440001-4210500-1010 $1,460.11 DBEH Building Review Fee 0021-540013-4614901-1010 $75.70 12/31/2007 $75.70 DBOMSCF FEMA Flood Zone Review 0010-440001-4210500-1010 $115.98 12/31/2007 $115.98 CWIFAUD Impact Processing Audi 0010-050-4617998-101001 $50.00 CWIFDDS Impact Processing Fee 0010-440001-4617999-1010 $50.00 CWIF SF CWIFGGF SF 1808-0-280-101001 $664.81 CWIFGGVE SF 1810-0-280-101001 $306.61 CWIFLBRYM SF 1825-0-280-1011827 $162.04 CWIFLBRYV SF 1825-0-280-1011828 $4.83 CWIFSHERFF SF 1840-0-280-1011841 $312.99 CWIFSHERFVE SF 1840-0-280-1011842 $152.72 CWIFSHERFJL SF 090807 1800-0-280-1011811 $425.00 DBSMIP Residential 1001-0-280-1011298 $7.91 Printed By: Kourtni Graham 79173.17 $19165.09 Balance Due: $6,008.08 At the time of permit applicat' n, I 10s advised the above fees are required prior to issuance of the permit. These fee m a e du 'n he plan checking process. Signature: / Date: 12/31/2007 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). Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 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: 0 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://municiDalcodes.lexisnexis.com/codes/butteco/ "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Reference Number: B07-2785 Location: FERSON AVE Parcel Number: 040-590-005 Date: 12/31/2007 Owner Name: GORDON, BRIAN A & JENNIFER Phone: Description: NSF(1145), COV(295): AG WORKER UNIT Signature of Applicant: Date: 12/31/2007 FILE re '. 1` 3 � I `•. • .1. „� . fir• Y" .. •t i •�5-� —h ��—ger"� �`�t_G �r� �p %k.7�—r�.3_v _ � c H f 1 COUNITY r „ Or DEC 'j SERVsCES , f K •, X1` i � 11 �� _ IN K AGRICULTURAL AFFIDAVIT Employer's Name: 4 6, % Phone: 530- Name of Property Owner: 6,ost4p: Address of Main Office: x'973 /2 rso-1 /✓L Dur -44-,, Cje�, Address of Employment Location: Employee's Name: t ©�'d ©"� Phone: Employee's Current Home Address: 01� S- T*5- a- wi, 0 qV :�, $ Name of Property Owner (for dwelling): �`i�i�l•� ��� �-�O� Ad(jress of Property Owner: q k 73 Address of Proposed Dwelling: -s--22e Assessor's Parcel Number: W Parcel Size: S S acres We, .-, c&,,/ li`�?p and 4 • , � 4 ov�, , do declare, subject to the penalty (employer) (employee) penalty of perjury, that A ",d ...-1 is the employer of ,VF- lc� )4 and will be employed, identified under section 24-305.020, (vfoorr at least thrity-two (32) hours per week and for at least sixteen (16) weeks per year as Ag CSO V- f e t , on Assessor's parcel (a) to (g) number(s): Employer's Signature: Employee's Signature: Planning Division Approval: �-c Zone: "2-0 General Plan: C) Parcel(s) Size: acres Date: -r-%2 - J 6-' Date: .s- 2 —1 Dwelling on APN: 0`oJ S f 00-�- Approved Agricultural JJse (per 21-305.0200). Approval by: Date: K:\Planning\Forms\ApplicationsWDM_Agricultural Worker housing.doc Revised 08/09/06 3 AGRICULTURAL -WORKER HOUSING QUESTIONNAIRE Information for the Residential Parcel APN: _ c�</O 5 S®Ooh Size of the proposed dwelling: Sq. Feet Under a Williamson Act Contract: Yes ❑ No Employed 0 Onsite ❑ Offsite Employee residency is 91 Permanent ❑ Seasonal Information for the Employment-Parcel(s). APN(s): 0-/0 SSU �JU s' Under a Williamson Act Contract: Yes ❑ No Describe the agricultural operation, including the type of operation (crop or activity, time of year production takes place), and an accurate size in acres of the operation(s): Type of operation: L0 -P tick c-✓s�7�f Size of operation: If under a Williamson Act Contract, provide contract details such as; type (e.g., grazing, orchard, or field crop), minimum parcel size, and any other relevant information: State the jobs and duties of the workers to reside in the building(s), and the expected yearly work calendar. Jobs and duties: Yearly work calendar: Signature: Owner/Operator Signature: 4V - Applicant 2 Date: Date: /Z NOTES 1 t i !Ul/ RESIDENTIAL '� PERMIT NO. V 03-0170IAN AVE, DURHAM ATTIC AREA } a I JOE SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER J=OK 0 = Not OK . = NotReadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test-Wrap;-/ /" L'ft. / P Nat. or/ /" L "ft./ P LPG MISCELLANEOUS Date 7. Well Clearance & Disconnect 1. 8. Utility Clearance 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails Date Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing Card B-1 Date Card B-1 Date Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 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 Date 8. Gas and Electricity Tagged Date 9. Tie Downs -Type -Installation Cert. Card B-1 Date Card B-1 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining Date 4. Card B-1 Date Card B-1 Date 5. Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) Elec.; Enclosures; Conduit Entries -Terminals -Listed 1. Zoning Requirements -Setbacks -Easements Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 2. Footings; Size -Spacing -Marriage Line Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 3. Blocking 9. 4. Gas; MH Test -Demand -Valve 10. 5. Electricity; MH Test 11. 6. Water; MH Test 12. 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 72. Elec. Outlets at Wood Panel, Int. & Ext. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes O No _ 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 87. Water Well, Disconnect, Electrical, Plumbing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Date 41. Sills Proper Materials & Anchors Comments at Final: 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Wal Is -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor El Yes _ 83. Following Instld./Drive 0 Yes 0 No/Walks O Yes O No/Planters O Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date - Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: t COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville,,California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT 03-0170 ASSESSOR PARCEL NUMB • 040_–w ZONING BUILDINGPERMIT OWNEbrian Gordon 893-9770 T SO. FT. OCC. BUILDING VALUATION 397 umfinislied living space . OWNERS MAILING ADDRESS 400 Mission Rand Blvd Apt 157 Chico CA 95938 CONTRACTOR'S NAME owner TELEPHONE 13 498.00 CONTRACTORS MAILING ADDRESS ' CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 13498.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 153.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 99.45 BUILDING ADDRESS 9873 Ferson Avenue Durham Energy Plan Checking Fee $ $ PERMIT FEE $272.45 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work: aridi ti opal square€Got;aae=living Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S 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.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Vv%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. ❑ I am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP, OR ADDNS. ( a ACC. BLDS. SO 3.5¢FT: Np...ID ' MULTI.OUTLET @7.50 APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FDRURES 20 @''50 BAL @ .SO OR Ex. Occup. pUTEjt Ra D.) EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 23.00 PERMIT FEE $ 43.00 WORKERS' COMPENSATION DECLARATION I he eby 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 permitis issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ 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' compensati n provisions of section 3700 of the Labor Code, I shall forthwith co pl it ose provisions. Date _ U nature f Appl an - Owner 13 Contractor ❑ Agent ermit is required for excavations over 5'0" d and demolition or hstructiontructures over 3 stories in h ' rfAnOSHj op 71 ��Z7M7 Receipt No. '-� Mobile Home Installation Fee $ Energy Inspection Fee $ p13 cpgsfT. TYPE TOT L FEE $ 315.4 HAZ. ,� p FE O Fry— CDF PARC HD SUE This permit is hereby i ued under of the BgAq County ode and/or indica a r w icl�fees have /� PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. D e Gt7 y �, Date WHITE-D.D.S.- .D. A ARY-ASSESSOR PINK -I SPECTOR GOLDENROD -APPLICANT 1 u.. COUNTY OF BUTTE -DEPARTMENT O DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET a _� _��S— OWNER: ASSESSOR PARCEL NUMB R Proposed Building Use: Counter Technician;4w Date: Items required in order apply for a permit. All boxes MUST be checked OR marked NA in order to apply. V1.. Plot plans, 3 or 4 sets, signedty the preparer of the plans. ® 2.Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... _ ❑ 13. Other f\Remaining items needed to issue the permit. (May require additional plan review upon receipt of the fo)lowing items.) 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ 5: Statement of Intent for Non -heated and A/C Buildings ................................. ...... . 16. Sanitation and plot plan approval from the Environmental Health Department in r CZ5 ❑ 17. City of Chico Plumbing permit......................................................................... ❑ 18. California Department of Forespproval ❑ paid. Sent- by: ...................... ❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: Z 2-q, l� ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clear nce.... ...... . . ❑ 9. Existing violati re i e ...63 ......................................... ❑ G eed, ❑ M.H. Title t me o ac , ❑ Letter fro Legal O er hec tr H.C.D. Othe When issued on and hold for pickup. j I have been informed of the above items and requirements for obtaining a building permit. l Applicant: Date: 1. Index permit TPplication fo he aboj'e items num ered: Plan Check Letter 2.dditional items required IXC 0t 'Contractor, designer, owner, was advised cf the above data by ❑ 1 phone, ❑ mail, ❑ counter, by Date: _ Contractor, designer, owner, was advised of the above qata b ❑ phone, ❑ mail, ❑ coun�eAr, nby Date: Plans reviewed by: Date: d • d Plans approved by: Date: Structural reviewed Date: Structural approved by: Date: Note transfer by: Date: e. E.H. use atui_v Fiat Pian Anochad Q Fiooa R&WAV&jftQd � 077 T0: building Department FROM: Environmental Health SUBJECT: Sanitation Clearance G0nalur _ 9973 A!9i-- W5 Owner Location AP# Plan Approved for: Sewage Disposal -t Water Supply: Public Private Well X Clearance for Avre#irm. Other eqn .:,,c4d !'e9 above .s a�- Hold final for: Final clearance O.K. for: NOTE: C • i3�-�l� Environmental Health Specialist Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE J� OWNER A.P. # PROP ED BUILDING USE I A. J -Ac J t DATE U REC # DATE REC. BUILDING PERMIT FEES O i Balance Due ....................... $ Additional Fees Due ................. $ Additional Fees Due .......... :...... $ Revised Plan Checking Fee .... $ 2. SCHOOL DISTRICT FEES O� (paid at District Office) (Available after Plan Check) J 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) Residential ................... -x-=$ # Units Amt. J5Commercial (sq. ft.) ............-x-=$- Sq. ft. Amt. . RECREATIONAL DISTRICT FEES OL (paid at District Office) (Available after Plan Check) 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) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE �M- U Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date.of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) O.B.- I OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES ❑ NOS �? I HAVFA HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: PHONE: CITY: 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: PHONE: CITY: 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 SIGNED: OTE: ADDRESS PHONE TYPE OF WORK PROPERTYOWNER: DATE: This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OWNER BUILDER INFORMATION Dear Property Owner: O.B.=1 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 information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is '$300 or more for the entire project, and such persons_ are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and -the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. rely, Mic el C. Vi ira, C.B.O. M ger, Building Inspection NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code OVER Department of Development Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX March 6, 2003 Brian Gordon 400 Mission Blvd. Apt. 154 Chico, CA 95928 i Assessor Parcel Number: 040-590-005 Building Permit Number: 03-0170 Services �' Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NO -STRUCTURAL COMMENTS: Provide a third set of plans. �¢ Permit was taken in as unfinished attic -this area is not attic area, it is part of the second floor of the structure and it must be finished per requirements of the Uniform Building Code to provide heat to all habitable rooms. Fees have been change to reflect correct occupancy and square footage has been revised to reflect measurements to outside walls and dormer area. Total square footage of additional living area is 397 square feet. Provide 36 square feet of window area for this room. These measurements are taken at interior of room and they include floor area of dormer. 18 square feet of the window area must be openable. Revise energy calculations for floor area over the garage and required insulation, wall / area must be modeled as well as roof area. Insulation requirements are required to be shown on the section views of the plans. R-38 insulation will not fit in 2x6 roof rafters. Your calculations also show eight doors between living space and attic -please revise If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Martha. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Martha Christy Plans Examiner 1 of 1 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX FACSIMILE COVER SHEET Date: 3 -19'03 To: From: Butte County Building Division - Martha J. Whitney } Subject Le,4e,r- d Corre6i%� Number of Pages (including this cover sheet): 2- Telephone Number of Receiving Telecopier: 97 8 0 33? If you do not receive all of the pages, please call me at (530) 538-7541. Special Instructions: Sincerely, muil VT41� Butte County Building Division Plan's Examiner ,` t� �� r �� � ' . � 0 0 :1 RESIDENTIAL PLAN REVIEW GUIDE oW-�' oSINGLE FAMILY, DUPLEXAND MISCELLANEOUS ONLY Owner. �C)Y-aon Building Permit Number: D3 -PI -10 Plans Examiner: L' A. P. Number: 040—s90 -'001 GE ERkL: t. Zoning requirements - (number of permitted living units). Y= 2. Plans signed by the designer.��- 3. Proper description of work on the application 4. Existing violations on the property. Iv 5. Recorded notice of violation. 6 Building permit valuation. PLOT PL . : 1. Complete parcel size and dimensions. Setbacks, side yard, easements. etc. 3. Other buildings or structures. 4. Grading, fills andior drainage. 3. Flood hazard 6 Special conditions on Parcel btap: Noise ❑ SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal Aid Rout. and/or Federal Aid Secondary Route setback requirement 3. Buildina or utilities across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLA`: I . Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3 t 4% of natural light and 5% of ventilation (Uniform Building Code section 1203).. 3. Escape or rescue windows shall have a minimum net clear operable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall bi 20". When windo« s are prodded as a means of escape or rescue, they shall have a finished sill height not more than. 44" above the flcor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 dt 2603.7). �! Glaring in Hazardous locations (Uniform Building Code section 2406). " ailing Habitable space shall have a ng height of not less than 7 feet 6 inches except as otherwise pamiNd is thin 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). 7 All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in am• dimension (Uniform Building Code section 310.6.2 dt 310.6.3). 3 GFC1 in baths. garage, kitchen, wet bar. and exterior receptacles (NE.0 210). 9 water heaters %%hich 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 tato abath or bedroom (UZorm Plumbing Code section 509.0). 11) Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as abedtoom or in a room. compartment or alcove opening directly into any of these (Uniform Mechanical Coda section 30.3). I l Garage fire%vall separation - required on garage side including supporting walls and posts (UnM=V-"" Code section 303.4 exception #3). 12 Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Unifor-n Building Code section 312.0. 13 Wood stove location - Alcove - Ub1C section 205 confined space & 223 unconfined space & 304.2). 14 Smokt detectors (Uniform Building Code section 310.9.1). Pagel of 2 15. Water closet clearances (Uniform Plumbing Code 408.5). 16. Showtr compartment minimum 1024 sq. in 8 30" circle (Uniform Plumbing Code 412.7). 17 Bing walls shall be supported on masonry or concrete foundations that shall be of sufficient size t�p rt r � all loads (Uniform Building Code section 1806.3).j1-Q-C,l STRUCTURAL DETAILS: (VOLU a 1. Braced w211 panels shall start at not more than 8 feet from each end of a braced w line. Braced Wall panels J ,(%+2f must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on anter in both the longitudinal and transverse directions (LTBC Section 2320.4.L) Braoed wall I�4 rO-aD lines must be continuous throughout the structure. %-� � aoo( 2. A California licensed architect of 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" scamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 3. Clerestory requiring balloon framing and/or engineering. 4. Foundation plans complete enough to construct building (Uniform Building Code Table 18.1-C�. S. Floor construction details complete enough to conmucx building. Elevations and Wall construction details complete enough to construct building. ` - dl j-yL O UPrf 7. Roof construction details complete enough t construct building. 2 K (Q l" � � Fireplace construction details and calculations if necessary. "T span 9. Garage door header size(s). 10. Porch header size(s). 11. Typical header size(s). f r v 6 rt e iroo -� -Flea m! a e, 12. Stud heights. �J 13 High expansive soil - special foundation design required �OC�" N1� e/y --Fmm(rx-- j Retaining calls requiring design. �J 15. G»Ti= wallboard nailing inspection required Ifthe area below the lowest floor is fully enclosed, than a minimum of two openings are required With a total net area of at least one square inch for every square foot of area enclosed With the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design Will allow equalization of hydrostatic flood forces on ca:terior Walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. I " Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS ITEMS: 1. Stairway details - landings, rise and run. head clearance, handrails (Uniform Building Code section 1003). 2. • Guardrails (Uniform Building Code section 509). 3. Bride or stone veneer (Uniform Building Code section 1403). 4. Euerior plaster- weep screeds (Uniform Building Code section 2506.5). 5. Roof pitch for roof covering (Uniform Building Code Table 15-B-1 & 2, 15 -D -I & 2). 6. Foam insulation - protection. 7. 36" balls and stairways (Uniform Building Code section 1064.3.3.2). S. Tiro exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). 9. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 10. Attic access and ventilation (Uniform Building Code section 1505). , 11. Sound requirements. Energy design compliance and supporting documentation. 13. CDF responsible arca requirements. I WELDING PERMIT REQUIRENTENTS: 1. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinji- m required. j, C 4. ❑ Special Inspection requirements. 7b s. ❑ Use Permit conditions.�,�,-) �^ 6. ❑ Sub -Standard Housing lever. c r Pace _'. f _ �30 crn f4,7%4 2 x a� )JECT PROCESSING RECORD Applicant: o rd O-- Owner: A.P. #: 04 x,_'39 o — oo tc— Permit #: Work Description: �.�.�•� -j U �`v�_ Date Description of Step or Status to *J-6-0t, to b J BUTTE COUNTY PARK FACILITY FEE}PAYMENT CERTIFICATION FORM DURHAM RECREATION AND PARK' DISTRICT._, N 1 Assessor Parcel Number s Property Owner (s): Project Location/Address: Subdivison Name: Assessable Square Foot4ge: Type of Residential Development (check one): New Development (j Afteration' Addition Mobile Home (s) ❑ Non-R=toResidential Comments: "�- j r I wilding Division ,ey resentative D to F Durham .Recreation and Park.Dl,strict (DRPD) ,certifies that ti% :�, ' . ��. ;, 1, (', � r� , • . � � �_ :_ _ ; .,Applicant Name Applicant Phone Number -7 3 F--ev o Ave - Street. Address City State Zip Code as has complied with the requirements of the Butte County Board of Supervisors Resolution No�: 93 - 114 by payment for -3Jr square feet at $ 1.04 per square foot for a total•payment Of $", 14- 0 -5 �DRPD Representative `` Date PAID BY CHECK No.: `- / Remarks:' t BANK No.: A A -"/1 /7 PAID BY CASH: RECEIPT DISTRIBUTIiON: WHITE - APPLICANT PINK - DRPD YELLOW - BUTTE CO. BUILDING DIVISION .. 57L➢rw,r-:.:"...�+rRy;......,p9 fT j"'�l'' "*��i".M{��"'h'w.(„.�;�1�..�.Irr'r+i•syrllfi+r'+rY.; r�fa:,'.y! pr`•�:"+T!,•K>,'Ti�rh r;JYC`�s,:ir 4l a}i; ,w ��-�.;., .. - BUTTE COUNTY SCHOOLS IMPACT, FEE CERTIFICATION FORM (One form per Building) School District ( A Building Department No. A.P. Number coo— Jurisdiction: City ' i x iCounty .#010- � Property Owner h A Property Location/Address Subdivision Lot No. Residential Development District Identification No. lQ m2o20`- No of Living Mobile Home Units Installation Commercial/Industrial . . New kuilding Department Representative Addition Addition/ _:,Mppleftental to EnytmiPdkmit # I1n'(NNo Wtiddation i 1' `w' ►mak (Floor Plans reviewed by School District Personnel) Sq. F tage " (Group R) Sq. Footage �~ (Including Exterior Roofed Areas) Date ' District Identification No. lQ m2o20`- .0 U /2 • V NI F I CD School District certifies that �/2/ 4-h & o /• -o p ��/j •`'� (Applicant) r. .. .j /y4 r F• /�� 1 �y��'�; i"�f A''.fJ /..,�,1�+_� Ski•• `j a S'W , ! /`y,, `T F �L �.`, t r. f.�'�"PJ'�•d.'.e�.+R'v�'_:1r� (Street; Address ry.+"M" •i Y ' ( 1 .•'ei-r',.Y:!- .r r 4 - .lit'' �,s_ _,+S'Wq .'!—�f•I•. Y�. r 1, ... r (Phorie Number) y x. 110 T>v✓e � (City) xo, (State) (Zip Code) r has complied with the requirements of. Resolution No. da? — O by payment of. $ representing ' P 9 ✓�VC �•. ' square feet. AB 2926 $ j` FULL MITIGATION = School District Representative' p � - M Paid by Check # 7-o3 Date Remarks: /cG- "S wfl I VE.1`� UTv DEQ. $tea -51/ F �- Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the impositiori' of the fees 1n any court action. $. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project maybe subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.x1s 110/981dmm J APPLICATION FOR ADMINISTRATIVE PERMIT FOR TEMPORARY TRAVEL TRAILER Assessor's Parcel Number for Site: ny�)- 5�0- ©C)5 Street Address of Site: FexSon R&. .-D U 610- rn Applicant's Name: rJr ojr� � knn%" -er Gordon Applicant's Address: rV1 jSSro r) l o.nCh 1&\j& -* 15-1 Coni c o CA95g2G Applicant's Telephone Number: 6—to "893 ^ 9?0 Building Permit Receipt Number: (Show Copy of Permit Signed and Issued) Date Sewage Disposal Permit Issued: 4 f A, 10-2- (Show Copy of Permit Signed and Issued) , I certify that the above information is correct and that I have read Butte County Code Section 24-300-C. On the reverse side of this application. z- :�U U zfo:�� Applicant's Signature: TO BE FILLED IN BY PLANNING DIVISION Date Application Received: o;, —� ' Zoning Verified By: Permits Reviewed By: Associated Building Permit #: Planning Approval By:�� 0041k/ --- Date Approved: a) 1'Z ,l O File: "Mobile Home Permits - Temporary" Chapter 24 of the Butte County Code 24-300 4 yr i i J L y y C. Temporary ,uses in zones permitting a residential, use: t 1. Temporary travel trailer as a dwelling,unit.during construction of a single family residence or the rehabilitation of a'single family residence that has been damaged by fire, earthquake, tornado, other acts of nature, or has been deemed condemned or uninhabitable by the County, subject to the following requirements: A. The travel trailer may beplaced for a period not to exceed one (1) year from the date of issuance of the Administative Permit; provided however, the Planning Manager may extend such Administrative Permit for one six (6) month period. Such extension by the Planning Manager shall be done only upon a showing of physical or financial hardship by the applicant. B. That the occupant has secured a building permit for a residence. C. That the.occupant has secured a sewerage disposal permit from the Butte County "Environmental Health Division. D. That before six (6) months have elapsed from the date of the issuance of the building permit, the occupant shall have completed the foundation, rough plumbing, framing and the roof of the proposed residence; and E. That the house must be completed within the one-year period and the trailer dwelling must be abandoned. F. The applicant must obtain the necessary permits from the Butte County Building Division and Environmental Health Division for the travel trailer installation. e •t 7.� :::•.+.,•�'e'.i: �---' • i .. .. .. h"w.. _?i1.: s 7 l:y1.i on�wo-»,• ,L7-'''•: r^s r. ... ... . "?�• y .- r' BUTTE COUNTY DEPARTMENT OF PUBLIC HEALTH -a DIVISION OF ENVIRONMENTAL HEALTH SEPTIC SYSTEM INSPECTION CERTIFICATE P. O. BOX 5364 7 COUNTY CENTER DRIVE CHICO, CALIFORNIA 95927 OROVILLE, CALIFORNIA 95965 TEL: (530) 891-2727 TEL: (530) 538-7281 The Sewage Disposal System was inspected at FOR SEPTIC %TANK Size T/' Gallons Material LEACHING FIELD Length Width No. of lines Rock Under Pipe _ feet inches inches C . 7D/e The above dimensions meet the minimum requirements of Butte County Code, Chapter 19. Additional leaching area will be required if experience shows.it to be necessary. ; Remarks: Date: S2 - 778R (Rev. SPECIALIST r'-.,�rl; :;Y: - _., t•"\'.��tkv�'J�`.!` 3 •iiyl; .y"•,s� !'�:. �"�•i"'M;,. „+�...Mn :.,A �� •,,p, .,.1;� N�. x. yti.. :�'.• :'b :.'11. jn.. Permit Issued to To construct a Located at: BUTTE COUNTY DEPARTMENT OF PUBLIC HEALTH DIVISION -OF ENVIRONMENTAL HEALTH SEGE DISPOSAL PERMIT P. O. Box 5364 7 COUNTY CENTER DRIVE CHICO, CALIFORNIA 95927 OROVILLE, CALIFORNIA 95965 Telephone °(530) 891-2727 Telephone (530) 538-7281 SEWAGE DISPOSAL SYSTEM REQUIREMENTS SEPTIC TANK I/t,*v. Liquid gapacity: gallons Material conditions: S . r LEACHING FIELD Total length: ���`" feet Trench width: inches Minimum No. of lines: Rock under pipe inches Ir i Add itional. leaching fiela willbe required if experience shows it to be necessary. No part oithe system may be located within 50 feet of the centerline of any County Road. ' NOTE: Satisfactory; inspection by the. Heafth Department is required before backfilling or putting the system into use. Occupancy of a new building is not permitted until the system is p`p]roved. Permit Fee $ PenaltyFee TOTAL FEE $ d Additional Fee $ Receipt No. i9 ��/J Issued By: _ V O MEN AL AL H S L S S l - 278R (Rey.4/98). •% :'4 rl•. + !j, i. s', i .ti,. •.v' 1 t" I +.. ' r '✓ t"'(�: "i x �' - :]��� ' uv - N T N .� o oCNj 0 f cr) C. o o 513 1 l o z f v -5 N > UJI ON r LO LO M 10 LO r 0 N 0 0 N M 0 Z ih/f6C1 trb' i i000 Co rG r2e.� 7"a �K 0 &- Domenic's Sepbe Service 199-8 Innsbrook Way Chico, CA 95973.4922 s'7 - Sof G-�e i D�6P 1+n6;�4r..4c-5 w+'c EGGre of Y f�e-y— 4' �aaid 5L)- 5v- �•�czarcl jy `6 I'A1 F* II1CF.11 NO. 'I'Ol'AI, I7ECEIVf_U f'IIRI,IC WOI7KS LAf-CU F`LANNINL'. 1'I If11.IC SALES FNV. HEALI}I fIf1E NOE/NOD F/G FEE UII'IEIi APPLICANT RECEIVED FROM RECEIPT 20621 OFFICIAL RECEIPT COUNTY OF BUTTE STATE OF CALIFORNIA OFFICE OF PLANNING U o .< June 20, 2002 Brian and Jennifer Gordon 25 Arroyo Way Chico, CA 95926 Department of Develoliment Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 040-590-005 Building Permit Number: 02-1024 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. ON -STRUCTURAL COMMENTS: . All underfloor construction must be flood -resistant to 1 foot above the BFE. Please indicate the construction materials on the plans and show the flood vents on the plans. The HVAC equipment and water heater must be elevated :on flood- resistant material also. Your Flood Elevation certificate indicates that the garage slab will be below the BFE. Please show the flood -venting, flood resistant material, etc. on the plans -for this area also. 1. Please specify size of the ridge beam over the master bedroom on plan sheet 3 and 5. 2. The 4x12 "flush" beam shown on sheet 7 of the plans is supported by a header over the closet door. Please specify the header size. 3. Provide beam size calculations for the RB -5 beams. 4. Please verify that the rafters are adequate to support the dormers or provide doubled rafters. 5. Provide calculations for the cantilevered 2x12 second floor joists. 6. The typical rafter size calculations on page 8 specifies 2x6 rafters at 16" o.c. The plans show 2x6 rafters over the garage at 24" o.c. Please clarify. Section D on sheet 5 shows purlins and braces supporting these rafters. Note that lateral support is required for the purlin braces over 8' long. 7. Provide Simpson A35 clips at 28" o.c. along the second floor line A as specified in the structural calculations. The plans show 42" spacing. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of I:00 p.rn. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Linda. Philo will answer your structural questions. 1 of 2 ' Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data.Sheet. Linda Simpson Philo Hunt, P.E. Plans Examiner Plan Check Engineer Cc: Gary Hawkins, Architect 2 of 2 Is r When recorded return to: County of Butte Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965-3397 2el 03— 4545 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 02:04PM 18 -Apr -2003 I REC FEE 19.00 1 COPIES 4.00 1 1 1 1 1 1 Barbara I Page 1 of S Space above for Recorder's Use Owner Name: Brian A. Gordon and Jennifer Gordonrr Building Permit No: 03-0170 DEED RESTRICTION AND NOTICE OF LIMITED USE FACILITY I. WHEREAS, on this 25th day of March, 2003, Brian A Gordon and Jennifer Gordon, hereinafter referred to as owner(s), are the record owners of the following real property: 9873 Ferson Ave, Durham, CA 95938 AP# 040-590-005, and as further set forth in Exhibit "A" attached hereto and hereby incorporated by reference, hereinafter referred to as "the subject property"; and II. WHEREAS, the Building Division of the Butte County Department of Development Services is acting on behalf of the People of Butte County; and III. WHEREAS, the owner applied to the Building Division for a building permit in order to develop the subject property described above; and IV. WHEREAS, Building Permit No. 03-0170 was applied for on January 21, 2003 by the owner in accordance with the provisions of the Butte County Code and the California Building Code; and V. WHEREAS, the use allowed by Building Permit No. 03-0170 has been reviewed and approved for only the limited purposes set forth below; and VI. WHEREAS, it is intended that this Deed Restriction and Notice of Limited Use Facility shall constitute an enforceable restriction and remain in effect until a new application for a different use has been approved; and VII. WHEREAS, Owner acknowledges that Owner will comply with the limited use restrictions that were incorporated in reviewing and approving Building Permit. No. 03-0170 which enabled Owner to undertake the limited use authorized by this permit. NOW, THEREFORE, with the issuance of Building Permit No. 03-0170 to Owner by Butte County, Owner hereby affirms Owner's desire to develop a limited use facility, as set forth below, which establishes .restrictions on the use and enjoyment of this limited use facility. The undersigned Owner, for himself/herself and for his/her heirs, assigns, and successors in interest, acknowledges and agrees to those restrictions. This limited use facility shall be utilized in compliance with those limitations prescribed by the California Building Code occupancy classification assigned by the building official, except the following uses are not allowed: sleeping, cooking, or any other uses. The space will not be heated and or cooled and shall remain unfinished. Permits are required to convert this area to ANY use. If any provision of these restrictions is held to be invalid or for any reason becomes unenforceable, no other provision shall be thereby affected or impaired. This deed restriction and notice of limited use facility shall remain in full force and effect during the period that this permit, or any modification or amendment thereof, remains effective, and during the period that the development authorized by this permit, or any modification of this development, remains in existence in or upon any part of, and thereby confers benefit upon, the subject property described herein, and to that extent, this deed restriction and notice of limited use facility is hereby acknowledged and agreed to by Owner to restrict the use and enjoyment of this limited use facility and shall be binding on Owner and all his/her assigns or successors in interest. Owner agrees to record this Deed Restriction and Notice of Limited Use Facility in the Recorder's Office for the County of Butte as soon as possible after the date of execution. This document shall be recorded and returned to the Butte County Department of Development Services, Building Division prior to the issuance of Building Permit No. 03-0170. DATE:n?) `� , 20� Owner Signature: Print or Type Name of Above Owner Signature: kAaV l( (nO ( CLO v1. Print or Type Name of Above This is to certify that the Deed Restriction set forth above is hereby acknowledged by the Director of the Department Butte County consents to its recordation thereof. STATE OF CALIFORNIA COUNTY OF BUTTE On hh � CO before Public, bersonally appeared of Developmer t Services and that Dated: ©J i //, MA L15 Yvon e Christ p er, Director Dep rtment Development Services SS. personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s)-whose name(,o is/am'subscribed to the within instrument and acknowledged to me that ><she/theTexecuted the same in JiWher/tbeir'authorized capacity(; and that by Ms/her/tbeirsignature(ss on the instrument the personfs'; or the entity upon behalf of which the person(sT'acted, executed the instrument. WITNESS my • and official W ALICEAAt�f IAEFFORD Commission* 1365836 i Notary Public - Calftmia z B�JUI22.2006 i t�tjr c®rrnn. (Seal) NOTE TO NOTARY PUBLIC: If you are notarizing the signatures of persons, signing on behalf of a corporation, partnership, trust, etc., please use the correct notary jurat (acknowledgment) as explained in your Notary Public Law Book. STATE OF CALIFORNIA SS. COUNTY OF BUTTE On before me, Public, persona ly , Notary , personally known to me -(or-pfevecFto-me-en4h4a-basis--ef-satissfaetory-evidence) to be the person) whose nameWfiPare-subscribed to the within instrument and acknowledged to me that 60she/they-executed the same in EI.stheft- eirauthorized capacity(iesy, and that by fi's>-k��signature.(sron the instrument the perso <, or the entity upon behalf of which the personXacted, executed the instrument. WITNESS my hand and official seal. U ignature STATE OF CALIFORNIA SS. COUNTY OF BUTTE On '-` Uva before me, Public, ersonal y appeared\�,:�������; ( (-7, OFFICIAL SEAL. MELISSA MCWILLIAMS 0 a 1 NOTARY PUBUO•CALIFORNIA of N fA BUTTE COUNTY My COMISWO Exp, Sep;. It, =04 (Seal) 1(am- , Notary personally known to me (or-preved-tom f sateactofy-e�Ee) to be the person) whose name( &afe-subscribed to the within instrument and acknowledged to me that h,e/ 114e)executed the same in.4is/te �thek-authorized capacity(iee�, and that by ea/t4ak-signat re� the instrument the person�or the entity upon behalf of which the person acted, executed the instrument. ITNESS�my hand and official seal. �'Signature v OFFICIAL SEAL NOTARYIPUBtMICWCAII AA FOR COMMISSION 1277288 IA N BUTTE COUNTY .C. My ri0lTlMISSion Exp. UpL 17, 2004 ( ea NATIONAL FLOOD INSURANCE PROGRAM � "'" '� "u. 3wr ��ur r Expires July 31, 2002ELEVATION CERTIFICATE Important, Read the instructlons on paLes 1 - 7. SECTION A - PROPERTY OWNER INFORMATION ;Fbr:liistr�acz'r i h-:raQs-::::_r :. JENNIFER GORDON 83OLD1NG STREET ADDRESS (lttctudiflg Apt., Ucik Sute..2nCl orBldg. No.) OR P.O. ROJTE' ANN l30X NO. tCipany i•IAtC Nuco r x , FERSON AVENUE (EAST OF BLOSSOM) : s Durhamsex E t. E 95938 P10P 1`1048Tr0-0 Lot 81od5 Nurrir?ets: Tax Parcial Number, Legal Description. etc: BUILDING: USE a:g_, RaSid�stiai, t tori resr snti3l: Ada an,. Acces±ory; etc Use a rnmsnts.arba, a n sry.) Residential IATiTUD - OtVGt tU (0PTIOt1Atj HORIZONTAL DATUM: SUURGE. .i—1 L{ NAD 1927 1_I MD 1983 )✓i USGS Quad Map Ll Ottter. . SECTION.B - FLOOD INSURANCE RATE 1 0 (FIRM) INFORMATION BUTTE COUNTY UNINC 060017 , BUTTE CA AND PANG hUfVIBER 85. SUFFIX 136. FIRM INDEX DATE t37. FIRM PANEL 138; FL 00 139 FLOOD: ATION{5 TIONS EFFECTIVE/REvisEO DATE ZONE(S) (Zonei4J, use depth 06007-C C APRIL 20, 2000 JUNE 8, 1998 AE 170.1 u au, Ulm Wut�Cv! ueC DdzW_ rli7c :=ievavon{ort) oata or oase hood aepth entereMp B9. I.:_i FIS Profile 1.11 FIRM 1-1.Community Determined I_I tither (Describe): 811. indicate the elevation daturn used for.the BFE. in. B9,; (XI NGVD 1929 NAVD 1988.. 1-1 Other(Describe): 1.3,12. Is the buildirig.located in a Coastal Barrier Resources System (CBRS) arta or Othorwis Protected Area (OPA)? LZ Yes (�{ No Date: S1ECTION C - BUILDING. ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building ele'vatioris are based oh: _(Construction Drawings' ),-,_j6uilding Under ConstruCion' Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. G2: Building Diagrarn Nurnrer 8 ($elect the building diagram most similar to the building; for which this certificate. is being completed - see pages 6 and 7. If no diagram accurately rsQresents the.building, provide a sketch or photo�raph.j C3, E1evations-Zorefi.A1-A30, AE,. AH, A (Math BFE); VE, V1-V30,V (with SFE). AP, AWA, APJAE, APJA1-A30, AR!AH .ARiAO Complete Items C3., =4 below according to.fhe building diagram specified in Item G2.. State the datum used. If the.daturn is different from the datum dyed for the BFE in Section 6, convert the datum to that used for the BFE. 'Show field measurements and datum conversion calculation. Use the space provirted orthe Commerits area of Section D or Section:G, as appropriate, to:documentthe datum conversion, Datura — Conversion/comments _ �___ ^__T _ ElevationreFeWce. mark used_RM 63 Does the elevation reference mark used appear on the.F _� No a) Top of tlQtto?t floor (including basement or di 171 8 ft.(m) .a ^ p b).Top of nexthigher 180. 9 floor ft. (m G) 09itOcn Of !owC�: Nc izOfit91 gtrlictural cn6rnb0: (V Zonaz only) _ f.` rn) D d) Attached garage (top of slab] V 169 ..7 8 Q e) Loviest elevation of machinery andfor equipment cc NO. 5077 m I servicing the building (pescribe in a Comments area.) _ _ 170.1 ft.(m) 0 f, Lowest adiacent (finished) grade (LAG) 169 ..0 ft. (m) Exp.r g) !-Highest adjacent (finished) grade (HAG) 169.5 0 h) No. of permanent openings'(Rood vents) within 1 ft. above adjacent gt2de, SEE COMMENTS g i �lq�� ��.�• i O i) Total area of all. permanent openings (`lood vents) in . _i EE COMMEtStgTSn. (sq, cm) SECTION D • SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and seated by a land surveyor, engineer, or architect authorized by luw to ce-;ify elevation information. l oermly that the in!--ciamatinn in Sections A. S, and LTA Lhis cedif3care represents my best *-Frons to interpref th3 dcty avaiirble. I understand that any fe_tse statement may be Punishable by fine or imprisonment under 18 U.S. Cdde. Section 100 f. CER T IFiER'S N.S.M E LICENSE N 4iBER RCF..59077 O. LONE - — �TIT`E CIVIL ENGINEER trr UOMPANY ,rgENORTHSTAR UN_ GIN DECLARATION DRI 5-1 cF1a8 c�.n:, R1.2! n u inn 530)893-1600 iMPORTANT: in these spaces, copy the corresponding information from Section A. _F 4nsu..na7ic� BUILDING STREET ADDRESS (Including Apt.. Unit, Suite, and/or Blow. No.) OR P.O. ROUT E AND BOX NO. FERSON AVENU CIN E t : `�;i �'•i.';;:af' �''�- _� i:i'_iG,'. STATE Z1P CODE Durham e l— a e NtecrLher: _L . ti.S . r r SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTiFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official. (2) insurance agent/company, and (3) building owner. COMMENTS -TBM: 60 d NAIL IN POWER POLE WEST SiDE FERSON AND SOUTH SIDE HOUSE SITE Elev. = 169.37 HOUSE AREA INCLUDING PORCH = 1,860 FT^2 GARAGE AREA = 545 FT^2 C3e) THE LOWEST MACHINERY IS THE DUCT WORK UNDER THE HOUSE. C3h.) 12- VENTS AROUND HOUSE (MULTIPLE SIZES) AND 9 - 14"X5" + \ -VENTS AROUND GARAGE. . 3C1.) VENT AREA = 2,801 IN^2 AROUND HOUSE AND VENT AREA = 622 IN^2 AROUND GARAGE. —1 Cheek here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A fWITHDUT RM For Zone AO and Zone A (without BFE), complete items E1. through E4. It the Elevation. Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number tSelect the building diagram most similar to the building for which this Certificate is being completed - see pages 6 and 7. if no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is I_1—J f1QM)1_1_lin_(cm) 1,1 above or 1_1 below (check one) the highest adjacent grade. (Use natural grade. if available.) E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is 1,_I—( R -(m) 1_1_,lin.(cm) above the highest adjacent grade. Complete Items C3.h and C3.i on front of form. E4. For Zone AO only. If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? 1-1 Yes 1-1 No ► 1 Unknown. The local official must certify this information in Section G SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property rnvner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA -issued or community -issued 95E) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the bast of my knowledge. PROPERRT OWNERv vr. OR OWNER'S Av i rvrClL.tU KG KtbtrY I A I IVE S hASvfE ADDRESS Crit STAM ZIP DE SIGNATURE DATE I L ONE Check here ii attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community s floodplain management ordinance can complete Sections A, B. C (or E). and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. 1-1 The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by stats or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) A eommuniry official eompicted Section E for a building located in Zone A (,without a FEtAA-iwued or 00rnmunity-i88ued $FE) or Zone AO. G3. 11 The following information (Items G4 -G9) is provided for community floodplain management purposes G7. This permit has been issued for. 1__1 New Construction 1_i Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: ft.(m) Datum: G9. SFE or (in Zone AO) depth of flooding at the building site is: LOCAL OFFICiAL'S NA,'Lt - TITLE COMMUNITY N NIE TELEPHONE SIGNATUP.E DATE - -- ---.--_--- 1_. i 'neck here it atiachrr-pries 7r7n_-- NATIONAL FLOOD INSURANCE PROGRAPA "''" '' ''tu. Jvo: v;lr ; Expires July ;31, 2,002 ELEVATION CERTIFICATE ' Important: Read the instructlons on pages 1 - 7. SECTION A- PROPERTY OWNER INFORMATION -FprAnsamr>c ,COrrtpar) SUiL iNG OWNER'$ NAA1E JENNIFER GORDON G) R'1 Of 5.91 ofr.rr'.,,jrnl riOn:?pr (V z, nnA s7ni .. ..._.. .___ --.-- rfil: °�' i BUILDING STREET ADDRESS `Indudin^ Apt.. t.)nit, Suite. andlor Bldg. No.) OR P.C. I:nUTE AND BO`: N0, FERSON AVENUE( AST OF BLOSSOM) f otrFan`:'NAIC Nut rfier C(S' Durham &A Z455?E'' , t2!Y E."Cpiprir h n of pn4 91cck Nt:mbars. Ta„ Par-' Number, Log-aI DE:.cmPbor,. etc.) BUILDING UkE Ce o., KesUidVent;at, ;von-resi,r ntzl, Addition, Accessory, etc esid6ntlal L?.TI i UDEILONGfit10E (OPTIONAL) HORIZONTAL DATUM: 5'DLtRCf_- ( #e - 940, - 9#.#W or rr°') ,—j KAD 1 S27 1-1 NAD 1981 UBGS ! uaC plat ....._ 0 ar, SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION E1. NFIP CONWUNITY NAME & COMNiUNf`�' NUMS`i R2. COUNTY NANIEC y_�CA 93, ST:�,', - UTTE COUNTY UNINC 060017 BUTTE area m al; permanent o i..gs ,Iood vents in C3.hSEE _— 4 tVth� &-N,? PAtiJ NUl',,1BER B5. SUFFIX �ti. FIRiA INDEX DATE 37fR-'--•...' EFF>:C? Z()NEi(&, l — FLG(301 ) (re =A ;use def} h af)1;Iodingi ( 0600700520---__ C APRIL 20, 2000 JUNE 8, 1998 AE 1 70.1 B10. Indicate the Source of the Base Flood Elevation (8FF) data or base. flood deCii`. Ef?tC P. in BS. - — 1_-1 FIS Profile X FlRfv^ —I /` r t o , r .�rt��. r -i1 �orrxnuniy DetA. rr m„ d t C,'ohe! (Oesc-ibe.. B11. Indicate the elevation datum used for the BFE :n SO: 1.XI NGVD 1;925 --! `J,,VD 1�1fi8 j_.._I Citt,�r (F)csvnbe); _..... .... B12. Is theb ilr in I , e I -- U )- g OCditu'J Ir � Coastal Barft.'(h?SOufCBS SyStern 1CBRS) r3r,9== ^;' Cff!efWi59 PR}'A,.it�' Area (t.)F'1�,�? -- -� �'e� 1,' I r'v0 Designation Date:____.._ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building zl8v2tionS are ba -sed Or,:1.-NConstruction Dra`'ring5' (�I2,j,I?.no Under Consirurio^' 1__'Finishttd t'rriStruC`•iprl 'A new Eievation Certificat? Will he required when c:mstruction of the building !s -0-JIDleti:. L2. BUilCing ii!aCJrarti ,�tUrfi3t2f 2i (Select tile^ bui (Jing di3gr$rn ,,nosi Simll(jf tJ ;f';P UiIC'!,":r fpr 1Y:Y^li ;;�1$ _�rM. I :5 being :;pTOiQhI �E pages 6 nod 7. If ,:o diagrarn accurately repreSentS the building. provide a sk tch or pho;^graprn.; C3. Elevations - Zones A! -A30, AE, Ai -1, A 1%viIlI BFF V V1 `30 ! iUi E.7' . n r `" R. r r - t CJ. �; 'V �. ('.v .,,�\.. \.^.:'`.q h; trN. r�RfN1-i�`.1,�. `'. �'Ai fi Rl,ifJ Complete Items C3.a-i below according building diagrani sp%Cifeii in iters r -. St,e the drt,„rt used. ;f tn-. n_,.:,arnsdic„: crept [dors the datum used for the BFE in Section E, c_tnveri the daturn to th t � a..; ` zeld r m d a usf:d'4�r'fe Br n• .!�.:: neasur�. -epi; 3atf aunt ca(cu,lation Use the space.orovirled; or th- Com: -rents area of Section r Se( ior, G.:7S apP,,op ia!e, t.0 rjcc• :, nni the daturtt COr.ve;$!pn. Datum i - ConverswiCon?mentS _ ------ -- ----- -- Elevation reference rnark used..— RM 63�-----Does he Plet;at:on re`?rer:ce mark i.15c d 2 pear --�_ _^__. _ or: the r IF' X �s ' a) Top of bottom floor (inc)uding basernent or enclosure) 171 1 c tintl wA I] b) Too higher floor —stip I- - of next • ..'___.. ;; (n-, SiOt+.O lowCa 11.-.rizOr1 G) R'1 Of 5.91 ofr.rr'.,,jrnl riOn:?pr (V z, nnA s7ni .. ..._.. .___ --.-- rfil: °�' i L� G�� ON '� d) Attached garage (top, pf slab, 169.5 -- U e) Lovle-gt elevation of machinery' a, -j o; egupniont servicing the building (Descrioe i a C:o;rments irea.) 171 I f+., ,' t; °C — _ J f) Lowest 3diat:en+. (5ni5he t) grade _4 ) _._..__......—.. 168 4 _ t!.(R'•' T! ID�1i- die r ', -�.�'' -) hest 169 1 g) t awl%cent ("ini<hcd) gr�r �, tr IJtr,� — -- J h) No. of permanent openings (flocd v,n!s) within i f*.. above adJacen: orad SEE COMMENTS r) Total COMlq)rN CfVj% ' area m al; permanent o i..gs ,Iood vents in C3.hSEE _— OF= --- SEC-I10N D - SURVEYOR, ENGINEER, OR ARCHITECT CGRTIFICAt10N This certification is to be signed and Seatl r_ by a land surveyor, engineer, n' arc..i'eci aulharizr d by 12 v% iri ce- fy 1c;V tipt': !r:fGff^o ic n. Cer of thar the^ (nforrnatlon rr� Sections A n hr. r S. h , !t -r l D 8. % Jrl i CE1�rfiCa 8 ; 6 )Y ? St @ : i ? r e i Lnderstend that an r false stc lernenr R7 :a Jn h hl i F r S. .e.• n } c`:' .'� AL . )S 8 E' 1J 1 1!%e OriJT;!)ITSC:r er;f Ur7� _ r f f ' ..c. IrtER':i Nw44 . .,C`t�?v:+,BEfti LAMBERT O. LOVE - RCE 59077 'M ` , , r„�i: E\ORTIISTAR ENGI -CIVIL ENGINEER .t)r�t. _20 DECLA ATION DRIVE CHICO CA 95913- 4- 1 59734-1=b- — (530) 893-1600 ['=SAil Gn:•rr. R1 S .tl II nn ..c. ;�c+,rrq Q;:, !”!-7,.0 5'('17 •^F1 !.I l`I rel:'.. T!(lt.l _.:Dr .\i`=C '., nt'�r-r ;r.-�: rid r-nrrr�^. r.•� IMPORTANT: In these spaces, copy the.corresponding information from Section A. for•`Jnsu..ar+ae;CorrpaRy:":,;' BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. t?oGcy;`�fimbfit, ` r. ' FERSON AVENUE ?, <<; ;^'t ' f a ; ;•;,�; ITT STATE any:.f C Zip CODE •ts1AlC,Number; ,Z,,,,c_ _`ti Durham CA 95938 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official. (2) insurance agenticompany. and (3) building owner_ COMM -TBM: 60 d NAIL IN POWER POLE WEST SIDE FERSON AND SOUTH SIDE HOUSE SITE. Elev. = 169.37 HOUSE AREA INCLUDING PORCH = 1,860 FT -2 GARAGE AREA = 545 FT^2 h.) 25- 14"X6" VENTS AROUND HOUSE AND 8 — 14"•X6" VENTS AROUND GARAGE. 1.) VENT AREA =2,100 iN^2 AROUND HOUSE AND VENT AREA= 672 IN -2 AROUND GARAGE. VENT AREA 1N PORCH STEM WALLS SHALL BE EQUAL OR MATER THAN ADJACEN I HOUSE VEN IS. Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONI_ A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1. through E4. If the Elevation. Certiricate is intended for use as supporrng information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _ (Select the building diagram most similar to the building for which this certificate is being completed — see pages 6.and 7. if no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or &nclosure) of the building is i_(-1 ft.(m)1_ Ljin.(cm) 1-1 above or h) below (check one) the highest adjacent grade. (Use naturai-grade, if available.) E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation. b) of the building is 1_1-1 tt•(m)1-1—(in.(cm) above the highest adjacent grade. Complete Items C3.h and C3.i on front of farm. E4. For Zone AO only. If no flood depth number is available, is the.top of the bottorn floor elevated in accordance with the community's floodplain management ordinance? 1_i Yes 1-1 No 1_1 Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A. 8, C (Items C3.h and C3.1 only), and E for Zone A (without a FEMA -issued or community -issued SFE) or Zone AO must sign here. The statements in Sections A, 5, C, and E are correct o the best of my kn owledge. _ PROP - OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATt ZIP CODE „I TARE DATE _L ONE COMMENTS I—I Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Gt. !-1 The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, ,engineer, or architect who is authorized by state or local law to certify elevation information. (indicate the source and date of the ele3a6on data in the Comments area below.) G2. II A community official completed Section E for a building located in Zone A (without a FEMA-issucd or community -,,,sued I3FE) or Zone AO. G3. 1i The following information (items G4 -G9) is provided for community floodplain managemont purposes GT: This permit has been issued for. 1__1 New Construction 1—j Substantia! Improvement G8. Elevation of as -built lowest floor (including basement) of the building is ft.(m) Datumn: Gg. BFE or (in Zone AO) depth of flooding at the build'ng site is: ft.(m)Datum: LOCAL OFFICIAL'S NAMr- IP TITLE COMMUNITY NAIVE TELEPHONE SIGNATURE DATE COMMENTS Check here it at-achments rr1AA r_-- e4 1. of \ INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISION OROVILLE 7, � /_ 7 - FROM: DATE: ENVIR. HEALTH, CHICO LTH HOLD ON BUILDING FINAL FOR:RELEASE ENV�HE OWNER NAME: rX)tzz 0A."I SEPTIC: ✓ WELL: AP#:'��%l% ADDRESS/LOCATION: Comments: GUmemos/releasehold NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE FNUI JVvf-w/ ( Expi'ri!s July 31, 2002 7 "%Jr%L4#,Q-,4 Likk I VMLJNAD1.927 L-;W'SIM I Imp: 84.W7A-N'6 PANEL 0, PAX N aw- Um 87;f IRMFOAKE J FFEC S-EIDDATE 1 1 1. B&FLOOD NE 06o67 -c -C 0520 2000 JUNE 8, 1998 AE "A -.4, TI; ..tw! lvwi Cruaid V! VoJr- wwoopw enwreQ Ll F15froPe.]-A-] pf": 1 J N' "D 19�44. I.J...0 -krip- �Oqy? ._JAG.Vb AV.. . , t� . - $12.1-5 1he Wildingaloca 00--(ORA)7 1 .1 Yes LXJ No Cl.. Build, '* I b4�1' ori: nstixwk�n 6riwings* J-J9Wldih§,U t�-�.-C-07Ltv �bqn 010.00vabons are: nder Whilki,66 IFI,hed 1166 re' d f ng Iscomplete. quteei when 6onstructiono the' buifdi 0.2 . .is A.hntli- dJagrarr,:Mom imilAr to4he building,18 r %vh ch.t. W--.. FIS,66-Ing corroj6w;- sew a t> 's :M. E"tions - Zones.,Al -A-3 0 AE -,. AH, A(Wd-h;8FE` VE, yi.V,30','V(Wfth8FE,),AR; ARIA, A*RIA8,APJkl-A30,ARfAH:.ARIAO tp.the buitdrttgdiagram i9P-9dfi#01nJ*mQ2: State OF dater : *e, turn iS the, datum, used ,for ft-5FE K: e&t . -rTv.�Ojt ti 00161114t 000 to' tN--0FE,.-.' c fc;.ild Jon, Us,0-0#00p a ".04hiO COM C Does, 6 elevation rew6nce rVfark.:0 No Q;;i,)Top -df bbttdm'flAor.(incl ng' .7IJ8 b) Trip of; he.9t.higber floor m6eAb4r (Vzonpromly) 0 d):Aftached ...4fage (1wof tla*' 169. machinery -a Nior equipment. 10. 6W77 I & -servicii�-ih'ibWldihq (Qv3dribelh-a OomrnOts, area.) m 4. .0 (finished) -grade-(LA) --_L69-0 ft. fml. Zt...�- l .. Q Hiqhest.qdj6cent..((ihi�W)'grade (kAG) 169 5 d . v6n(s) withim 1 ft. abo've adjacent gra-de: SEE COMMEN" civil. a P) NO. of permanent optnings#66 fs?, 0 totat-6rea of -all�LE �OMM%) enin 6 Godvents) in C3A FEM�ONO 'StJftlt y Pt, EN I r: -OR N, 7h certification fs tr�.tie signed andseled;>?j! a. tang surveyor, engihear, or i3rcliEect autharizi�d. by layi to C.eq, e Oy.el V40on i6formaffon. fw,Mt that the -ifibrrr*6on.'11t1 Sections A, 8 and.Conthisc Cy Wfflcate r0m-vents my best OfOlfs to 1nfVfP(e1-V?b data a4il6ble, byrinG orimprisonmentunOe'r 18 U.S. Code; ,Section 1.001: LAMBERT O. LOWE RCF 59077 TITLE CIVIL ENGINEER COWANY tqPMENORTHSTAR ENGINEERING --- 20 DECLAtRATION DRIVE CHICO �ATE $973 E St a --DATr= 5-12-03 -TEE-PRONE— (530)'893-1600 r-;:Afi6 corm Alk.qi, m if on es~c Pr-%/r-Qqc <:t1nC CtID PrAKITIKII 1ATJ'nKJ AiCLI IMPORTANT- In these spaces, copy the corresponding information from Section A. BUILDING STREET ADDRESS (Indudina Aot.. Unit Surte. and/or 81da. No.) OR P.O. ROUTE AND BOY, NO. Durham SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certlfio,!,te for (1) community official. (2)* insurance agenVoompany. and (3) building owner. COMM -TBM7 00 d NAIL IN POWER POLE WEST SIDE FERSON AND SOUTH SIDE HOUSE SITE. Elev. = 169.37 HOUSE AREA INCLUDING PORCH = 1,860 FTA2 GARAGE AREA = 545 FrA2 C3e) THE LOWEST MACHINERY IS THE DUCT WORK UNDER THE HOUSE. C3h.) 12- VENTS AROUND HOUSE (MULTIPLE SIZES) AND 9 - 14"M" + \ -VENTS AROUND GARAGE. . - 3CI.) VENT AREA = 2,801 INA2 AROUND HOUSE AND VENT AREA = 622 INA 2 AROUND GARAGE: information for a LOMAor LOMR-F, Section 0 must be completed. El. Building Diagram Number, (Select the building diagrammostsimilar ta1ho -building for wNch.this cerfificate is being completed - seta pagesS and 7. If no diogM.m,Accurat.ely,*represents the. building', provide Ssketch or photog E2. The top of the bottom.floor (including basement or enclosure of the buildlng:is j-1-1 ft,(M) , I—L—lin-{cm) L_J abbve or _I below (check one) the higheSfadjacent grade. (Pse natural grade, If available.') 81, For Building �Diagranii�.".With.bpen-ings (see page t), the next higherfloor or elevated floor.Coevailon b) of4he building is ft,.fm) (-1-11m(cm),above th4 highest adjacent grade. Cornpletp-items C3.h1and C3.j orffront of form E4. F�or'Zon6AO.only. If no flood de .pth number is atiaiiable'-JsIheztqpof the botiorn,floor ele yatodin accordance with the pomMurdyl. The property owner orowneet rxuthorized rtapresentative who completes t6c6bris A. 81 it (Items-C3'h en'dC13JonI0, and E for Zone A (without:6 FEMA -issued or cOmmunity-IsWed e E) dT Zone AO must sign,here. Thestatements-in Sections A, B, C, and.E are correct to MQ bestoLmr kMow ed 0. PROPERTY OWNER'S OR -'OWNER'S AUTHORrZED. REPRESENTATW91"IE ADDRESS CffY ATE' 1JPWDE_ DATE TELEPHaN-E OOMMENT5 Sections A, 5, C (or E), -arid G,ofthis,Elevation. Certificate. Complete the applicable ltertt(s)and sign below, Gl. Ll The infognation in Seefim C was taken from ,other dowmentationthat hao,bontigned and4mbossed bya licensed surveyor, engineer, or archft.ept who is authorized by state or low] law to certify elevation information. (Indicate the . 'source.and date of the elevation data in the,Commentst area below.) G2. 1_1 A community offloial oompivtcd Section For o building lociated In Zone A (without a F&&AIzzued or Odmilnunity-is.au&d are) of Zibrie AO. G3..I_l The fdillovAng Information (Items 04-G9) is; provided for community floodplain management purposes G4. PERMIT NUMBER E PERMIT ISSUED— G6. OAT -M71F1M7T6MM IS$UED G7. This permit has been issued for 1—INew Construction J_J Substantial Improvement 05. Eleyation of a.5 -built lowest floor (including basement) of the building is: f`Qm , Paturn: G9, SFE or (in Zone AO) ;depth of flooding at the building site is, _ft.( . M) D,61um: LOCAL OFRCIALS NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE 1-1 Check here if attachments AND WHEN RECORD6 MAIL TO: BUTTE COUNTY BUILDING DIVISION ��� 7 C9UNTY CENTER DRIVE OROVILLE, CA 95%5 ILII X11 Ila � III I I I ��i! IN I� IIS �I 12!0go_-_31E3a!� Recorded I REC FEE. 10.00 Official Records 1 COPIES 1.50 County Of BUTTE 1 1 CANDACE J. GRUBBS I Recorder 1 ROSEMARY DICKSON 1 Assistant I Andrew 02:58PM 15=1un-2002 I Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building.permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing,'spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: LOT 5, ACCORDING TO THAT CERTAIN MAP ENTITLED, "JUGUM SUBDIVISION', WHICH MAP WAS FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA; NOVEMBER 6, 1989, IN MAP BOOK 116, AT PAGES 78, 79, 80, 81 AND 82. Date PROPERTY OWNERS: n .� �nvtii4r @ 0-4Q n State of Californi ) County of Qw� ) On 1 � . [ 00_?_ before C_ personally appeared personally known to me (or proved to me on the basis of satisfactory evidence) to be the per�sf,_°. (s) whose name( is aye• subscribed to the within instrument and acknowledged to me that�i shehhey executed the same n("/herhireir authorized capacity(ies), and that by hi ' signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS hand and official seal LISA M. M AFFE Signatu Sealc®, a COMM. 1289743 NOTARY PUBLIC -CALIFORNIA y . COUNTY OF BUTTE. Comm. Expires Jan. 7, 2005 A.P. # 040-590-005 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County. of t. (�c ='S. a On before me, Date and Title of Officer (e.g., "Jane Doe, Notary Public") -T personally appearedJCl)-.(— Cil rY= Name(s) of Signer(s) ❑ personally known to me proved to me on the basis of satisfactory evidence to .be the person(s) whose name(s).Q/afe subscribed to the within -instrument and LISA M. MC AFEE acknowledged to me that he/ ti /they executed on COMM. B 1289743 D the same in Ia+,6r/tip authorized NOTARY PUBLIC -CALIFORNIA COUNTY OF BUTTE capacity(ies), and that by e t Comm. EXPlres Jan. 7, 2005 signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. IT SS my hand and official seal. Place Notary Seal Above Signature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer Signer's Name: ❑ Individual ❑ Corporate Officer — Title(s): ❑ Partner —.❑ Limited ❑ General ❑ Attorney in Fact ❑ .Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: 11 Number of Pages: RIGHT THUMBPRINT OF SIGNER ... - 0 1999 National Notary Association " 9350 De Soto Ave., P.O. Box 2402 • Chatsworth, CA 91313-2402 - w ww.nationalnotaryorg Prod. No. 5907 Reorder. Call Toll -Free 1-800-676-6827 W -f CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... GORDON RESIDENCE Date..04/23/02 22:58:00 Project Address........ FERSON AVE ******* DURHAN, CA. *v6.01* a d Documentation Author... GARY HAWKINS ******* Bum ding �ermit # Gary Hawkins Architect QQ((JJ ///D 1370 Ridgewood Dr, Suite 10 Plan Check / Date Chico, CA 95973 530-892-2700 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-GORDON Wth-CTZ11S92 Program -FORM CF -1R User#-MP0666 User -Gary Hawkins Architect Run -PLAN 2193 GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -factor. '. . Average Glazing SHGC....... Average Ceiling Height..... 2193 sf Single Family Detached New Front Facing 95 deg (E) 1 2 Raised Floor 16.2 % of floor area 0.41 Btu/hr-sf-F 0.35 9.2 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -factor Location/Comments Wall Wood R-17.8 R-0 R-17.8 0.065 Door n/a R-0 R-n/a R-0 0.330 Roof Wood R-11 R-27 R-38 0.025 Floor Wood R-19 R-0 R-19 0.037 8.8 0.410 0.350 FENESTRATION Front FRONT, LEFT, GARAGE BACK, RIGHT FRONT, GARAGE ATTIC, VAULT CRAWL Interior Shading Exterior Shading Standard Area U - Standard Orientation Standard (sf) Factor SHGC Window Front (E) 25.0 0.410 0.350 Window Front (E) 8.8 0.410 0.350 Window Front (E) 17.5 0.410 0.350 Window Front -(E) 21.0 0.410 0.350 Window Front (E) 26.3 0.410 0.350 Window, Front (E) 2.5 0.410 0.350 Window Left (S) 8.8 0.410 0.350 Window Left (S) 12.5 0.410 0.350 Window Back (W) 12.0 0.410 0.350 Door Back (W) 40.0 0.410 0.350 Window Back (W) 50.0 0.410 0.350 Window Back (W) 25.0 0.410 0.350 Window Back (W) 24.0 0.410 0.350 Door Right (N) 18.0 0.410 0.350 Window Right (N) 30.0 0.410 0.350 FRONT, LEFT, GARAGE BACK, RIGHT FRONT, GARAGE ATTIC, VAULT CRAWL Interior Shading Exterior Shading Standard Standard Standard Standard Standard Standard Spi�nday, Standard Stye a Standard , taif& r% Standard S�ta�da�d:�'� tandard Standa4 11Z� • rr}}dard Standard'' fic�ard Standard S��rd Standard Ptanb6rd Standard Stq dard Standard Standard Standard Standard Standard Standard Over- hang/ Fins Yes Yes Yes None None None None None Yes Yes Yes Yes None Yes Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R. Project Title.......... GORDON RESIDENCE Date..04/23/02 22:58:00 MICROPAS6 v6.01 File-GORDON Wth-CTZ11S92 Program -FORM CF -1R User#-MP0666 User -Gary Hawkins -Architect Run -PLAN 2193 FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Right (N) 10.5 0.410 0.350 Standard Standard Yes Window Right (N) 21.0 0.410 0.350 Standard Standard None Window Right (N) 3.5 0.410 0.350 Standard Standard None HVAC SYSTEMS Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airflow Location R -value Leakage D Type Gas 0.800 AFUE n/a Attic R-4.2 No No Setback ACSplit 10.00 SEER No Attic R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Water Heater to meet minimum CEC Standards REMARKS V �O CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... GORDON RESIDENCE Date..04/23/02 22:58:00 MICROPAS6 v6.01 File-GORDON Wth-CTZ11S92 Program -FORM CF -1R User#-MP0666 User -Gary Hawkins Architect Run -PLAN 2193 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 re!ulati6ns to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER. Name.... GARY HAWKINS Name.... Company. GARY HAWKINS ARCHITECT Company. Address. 1370 RIDGEWOOD DR. STE 10 Address. CHICO, CA. 95973 Phone... 530-892-2700 Phone... License. C-018 3 Signed.. - -0-�,gned . . ate) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR GARY HAWKINS Gary Hawkins Architect 1370 Ridgewood Dr, Suite 10 Chico, CA 95973 530-892-2700 (;AWV (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... GORDON RESIDENCE Date..04/23/02 22:58:00 ******* Project Address........ FERSON AVE DURHAN, CA. *v6.01* Documentation Author... GARY HAWKINS ******* Building Permit # Gary Hawkins Architect 1370 Ridgewood Dr, Suite 10 Plan Check / Date Chico, CA 95973 530-892-2700 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-GORDON Wth-CTZ11S92 Program -FORM MF -1R User#-MP0666 User -Gary Hawkins Architect Run -PLAN 2193 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 -factor in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): 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 insulation 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 -factor, certified Solar Heat Gain Coefficient (SHGC), 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: 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. I WA MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... GORDON RESIDENCE Date..04/23/02 22:58:00 MICROPAS6 v6.01 File-GORDON Wth-CTZ11S92 Program -FORM MF -1R . User#-MP0666 User -Gary Hawkins Architect Run -PLAN 2193 SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance J with ASHRAE, SMACNA or ACOA. 150(1): Setback thermostat on all applicable heating and/or J cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor 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 system, 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 J hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in 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. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 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. 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 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.......... GORDON RESIDENCE Date..04/23/02 22:58:00 MICROPAS6 v6.01 File-GORDON Wth-CTZ11S92 Program -FORM MF -1R User#-MP0666 User -Gary Hawkins Architect Run -PLAN 2193 pilot light (Exception: Non -electrical cooking appliances / with pilot < 150 Btu/hr). V 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 have either 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 1 C -2R Project Title.......... GORDON RESIDENCE Date..04/23/02 22:58:00 Project Address........ FERSON AVE ******* DURHAM, CA. *v6.01* Documentation Author... GARY HAWKINS ******* Building Permit # Gary Hawkins Architect 1370 Ridgewood Dr, Suite 10 Plan Check / Date Chico, CA 95973 530-892-2700 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-GORDON Wth-CTZ11S92 Program -FORM C -2R User#-MP0666 User -Gary Hawkins Architect Run -PLAN 2193 MICROPAS6 ENERGY USE SUMMARY Energy Use (kBtu/sf-yr) Space Heating.......... Space Cooling.......... Water Heating........... Total Standard Proposed Compliance Design Design Margin 15.89 16.07 -0.18 11.39 10.11 1.28 12.31 12.31 0.00 39.59 38.49 1.10 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... Floor Area Volume Zone Type (sf) (cf) 2193 sf Single Family Detached New Front Facing 95 deg (E) 1 2 ReducedYear Raised Floor 1 20114 cf 0 sf 16.2 % of floor area 0.41 Btu/hr-sf-F 0.35 9.2 ft BUILDING ZONE INFORMATION # of Dwell Cond- Thermostat Units itioned Type Vent Vent Air Height Area Leakage (ft) (sf) Credit HOUSE Residence 2193 20114 1.00 Yes Setback 8.0 Standard No COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... GORDON RESIDENCE Date..04/23/02 22:58:00 MICROPAS6 v6.01 File-GORDON Wth-CTZ11S92 Program -FORM C -2R User#-MP0666 User -Gary Hawkins Architect Run -PLAN 2193 OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) factor R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 254 0.065 17.8 95 90 Yes W.19.2X6.16 FRONT 2 Wall 85 0.065 17.8 95 90 No W.19.2X6.16 FRONT 3 Wall 59 0.065 17.8 95 90 Yes W.19.2X6.16 FRONT 4 Wall 190 0.065 17.8 95 90 No W.19.2X6.16 FRONT 5 Door 20 0.330 0 95 90 Yes None FRONT 6 Door 18 0.330 0 95 90 No None GARAGE 7 Wall 67 0.065 17.8 185 90 Yes W.19.2X6.16 LEFT 8 Wall 216 0.065 17.8 185 90 No W.19.2X6.16 GARAGE 9 Wall 155 0.065 17.8 185 90 Yes W.19.2X6.16 LEFT 10 Wall 147 0.065 17.8 185 90 No W.19.2X6.16 LEFT 11 Wall 301 0.065 17.8 275 90 Yes W.19.2X6.16 BACK 12 Wall 75 0.065 17.8 275 90 Yes W.19.2X6.16 BACK 13 Wall 76 0.065 17.8 275 90 No W.19.2X6.16 BACK 14 Wall 246 0.065 17.8 5 90 Yes W.19.2X6.16 RIGHT 15 Wall 164 0.065 17.8 5 90 Yes W.19.2X6.16 RIGHT 16 Wall 204 0.065 17.8 5 90 No W.19.2X6.16 RIGHT 17 Roof 1042 0.025 38 n/a 0 Yes R.38.2X4.24 ATTIC 18 Roof 248 0.025 38 95 32 Yes R.38.2X4.24 VAULT 19 Roof 217 0.025 38 95 18 Yes R.38.2X4.24 VAULT 20 Floor 1504 0.037 19 n/a 0 No FC.19.2X8.16 CRAWL FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (E) 25.0 0.410 0.350 95 90 Standard/0.76 Standard/0.68 2 Window Front (E) 8.8 0.410 0.350 95 90 Standard/0.76 Standard/0.68 3 Window Front (E) 17.50.410 0.350 95 90 Standard/0.76 Standard/0.68 4 Window Front (E) 21.0 0.410 0.350 95 90 Standard/0.76 Standard/0.68 5 Window Front (E) 26.3 0.410 0.350 95 90 Standard/0.76 Standard/0.68 6 Window Front (E) 2.5 0.410 0.350 95 90 Standard/0.76 Standard/0.68 7 Window Left (S) 8.8 0.410 0.350 185 90 Standard/0.76 Standard/0.68 8 Window Left (S) 12.5 0.410 0.350 185 90 Standard/0.76 Standard/0.68 9 Window Back (W) 12.0 0.410 0.350 275 90 Standard/0.76 Standard/0.68 10 Door Back (W) 40.0 0.410 0.350 275 90 Standard/0.76 Standard/0.68 it Window Back (W) 50.0 0.410 0.350 275 90 Standard/0.76 Standard/0.68 12 Window Back (W) 25.0 0.410 0.350 275 90 Standard/0.76 Standard/0.68 13 Window Back (W) 24.0 0.410 0.350 275 90 Standard/0.76 Standard/0.68 14 Door Right (N) 18.0 0.410 0.350 5 90 Standard/0.76 Standard/0.68 15 Window Right (N) 30.0 0.410 0.350 5 90 Standard/0.76 Standard/0.68 16 Window Right (N) 10.5 0.410 0.350 5 90 Standard/0.76 Standard/0.68 17 Window Right (N) 21.0 0.410 0.350 5 90 Standard/0.76 Standard/0.68 18 Window Right (N) 3.5 0.410 0.350 5 90 Standard/0.76 Standard/0.68 COMPUTER METHOD SUMMARY Page 3 - C -2R Project Title.......... GORDON RESIDENCE Date..04/23/02 22:58:00 MICROPAS6 v6.01 File-GORDON Wth-CTZ11S92 Program -FORM C -2R User#-MP0666 User -Gary Hawkins Architect Run -PLAN 2193 OVERHANGS AND SIDE FINS REMARKS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Window 25.0 n/a 5 7.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 8.8 n/a 3.5 7.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 17.5 n/a 3.5 7.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 12.0 n/a 3 1.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 10 Door 40.0 n/a 6.67 7.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 50.0 n/a 5 1.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 25.0 n/a 5 7.5 .5 - n/a n/a n/a n/a n/a n/a n/a n/a 14 Door 18.0 n/a 6.67 19.3 .5 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 30.0 n/a 5 7.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window .10.5 n/a 3.5 7.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a HVAC SYSTEMS Refrigerant Tested ACCA System Minimum Charge and Duct Duct Duct Manual Duct Type Efficiency Airflow Location R -value Leakage D Eff HOUSE Gas 0.800 AFUE n/a Attic R-4.2 No No 0.767 ACSplit 10.00 SEER No Attic R-4.2 No No 0.669 WATER HEATING -SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Water Heater to meet minimum CEC Standards REMARKS HVAC SIZING Page 1 HVAC Project Title.......... GORDON RESIDENCE Date..04/23/02 22:58:00 Project Address........ FERSON AVE ******* DURHAN, CA. *v6.01* Documentation Author... GARY HAWKINS ******* Building Permit # Gary Hawkins Architect 1370 Ridgewood Dr, Suite 10 Plan Check / Date Chico, CA 95973 530-892-2700 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-GORDON Wth-CTZ11S92 Program -HVAC SIZING User#-MP0666 User -Gary Hawkins Architect Run -PLAN 2193 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....... 2193 sf 20114 cf Front Facing 95 deg (E) DURHAM 39.7 degrees 22 F 70 F 105 F 78 F 37 F No No No 0.20 HEATING AND COOLING LOAD SUMMARY Heating Description (Btuh) Opaque Conduction and Solar....... 12083 Glazing Conduction ............... 7011 Glazing Solar .................... n/a Infiltration ..................... 14980 Internal Gain .................... n/a Ducts ............................ 3407 Sensible Load... .................. 37482 Latent Load ...................... n/a Cooling (Btuh) 5214 3944 8482 4966 2100 2471 27176 5435 Minimum Total Load 37482 32611 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 designer's responsibility to consider all factors when selecting the HVAC equipment. ti PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. this form is not complete, as to all correction items, we will not be able to accept your re -submittal. for. review. Therc must be a val response to every item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate yo, response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WrTH REVISED AND ORIGINAL PLANS. OWNERS NAME DATE: ASSESSORS PARCEL NUMBER PERMIT NUMBER • X90' 005 I ©Z •% RESPONSE FOR PLAN CHECK LETTER DATED: OZ. PLAN CHECK ITEM # / RESPONSE BY: (sem.-f tf k w�s LOCATION ON PLANS/CALCS: Sff�'�S •Z� �o� ¢ COMMENTS: 0� 0� S%i`Tf g4-$ -Z S� (0 ry r-Aevenx /. T /=I2�4S*lt.,v..�sh-17a+ct�'t-S lQ�s•Lt� mon p�hs..� . S 4 v COMMENTS: PLAN CHECK ITEM f$ 2 RESPONSE BY: �oerre y� LOCATION ON PLANS/CALCS: .rsi COMMENTS: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # c,�nvc.rvx.d RESPONSE BY: LOCATION ON PLANS/CALCS: Sf�F�' 3, S COMMENTS: 12-1 DCmie PJ'W. "7" &x10 PF- *-/ LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # # RESPONSE BY: COMMENTS: LOCATION ON PLANS/CALCS: COMMENTS: x- A o T3f--> p•v-wfoe-r Z frl>g QX /Z r -f -&S H g"'t S (-7= PLAN CHECK IDEM N RESPONSE BY: LOCATION ON PLANS/CALCS: •/ 4 lb• z COMMENTS: r RESPONSE FOR PLAN CHECK LETTER DATED: 4 PLAN CHECK R M # RESPONSE BY: LOCATION ON PLANS/CALCS: 7� �� Y �• 5tAwr * 7 s COMMENTS: e.G ,a.alc SfOf 7,Y*r C 77 �DOCis+�st owe nIt tnperC " . rwf-rAwr n012--arii Fie~s ro 7wr k b vo f s r ro GOtxrty 77f�r /W or I�p�c.+��s c s PLAN 0111 fEM # RESPONSE BY: LOCATION ON PLANS/CALCS: . ?.2 COMMENTS: ren crtEGly1TEM # RESPONSE BY: LOCATION ON PLANS/CALCS: �///40, &04qtY S r)24,C7 %a;t,s 619,10 COMMENTS: SFAS $ /O /t'I,4, /)Mt.,t i%/ S/ -s PA'L /ilff i7�-,�minSi2�-3 Zr$ Alr gh f 9o,, -r' /1's�,a Z ` �►'r TTtL�G�q,�L g of 77ft /)l FF. sv~_ PLAN CHEC ITEM # .7 RESPONSE BY: &.rn-r LOCATION ON PLANS/CALCS: s 8 COMMENTS: • Gli/,po It.0 7Z o -L o ro (PLAN GHIZGK ITEM # (RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: (PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: NOTES PERMIT NO. RESIDENTIAL, 640-590-0651- ��i(" 02- 1024 fGORDWAiA"N m JENI-411-LAx q,M FERSON AVE, DURHAM NSF,W/GARA6E To c m A veL OFFICE -COPY Address GAS 03 Meter By Date ELECTRIC Meter By Date k eX -7 SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REG..-.. FIRE�SPRINKLER . S REQ. SPECIAL INSPECTION ITEMS — VE�OFFIce.-COP. - USE Address- - SUE GAS ,-1 Metdr By.3 Date, ELECTRIC '7 MetWr By, bate LCL �s� � ����-� D� ,cam -. r Clew JOB FINA (Da Signature V= OK 0 = Not OK - = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG Carports; Windows -Doors 7. Well Clearance & Discorinect Electric 8. Utility Clearance Frmg" Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except N'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 1. 5. Drain; MH Test -Fall -Flex Connector 2. 6. Water; MH Test -Regulator -Connector 3. 7. Water and Sewer Connected -C/O to Grade -HD Approval 4. 8. Gas and Electricity Tagged 5. 9. Tie Downs -Type -Installation Cert. 6. 10. Exits; Insp.-Sketch 7. 11. Cert. of Occupancy 8. 12. Permanent Foundation Only; License Decal 9. Health Department Approval Date Plumb.; Cir. Test -Water Supply Test Card B-1 Date Card B-1 Date Light Niche Card B-1 Date Card B-1 ti MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg" Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except It's 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ti V= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (; Date Underfloor (Plans) OK except #'s Date onin - backs- Ease ments-Flood-Slope Comments at Final: ain; Soils-Elec. Grnd.41, g. Depth Zling,,dbist-Rffr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. tg., Garage; Soils-Steel-Elec. Grnd.-/P',LFtg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwall �ain; Steel-Blockouts-Wrapped 6. Ste alls, Garage; Steel-Blockouts-Wrapped 5 . old Dow Ts and Special Anchors 7. Slab teel-Wrapped Sage Fire Protection Framing ie ireplace Ftg.-Steel 52. W .; Fall -Fitting -Test -2 Way C/O -Sewer Test F as Pipe; Size Anchors - Yard Gas Piping; Size Test TI-Sater Pipe; Test -Anchors -Regulator -Service Test 12. Ele erg round Date PI ums & Ducts; Clearance -Material -Support -Ins. Date Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. ccess & Ventilation 6. Insulation a Date h -�2 - a_ Card B-1 6W Date Card B-1 Date- Card 13-1 Date Card B-1 Date P MBI (Permit) OK except #'s 4j7 ate ; Vent -Access -Combustion Air Baffle 1 a Pipe; Test & Anchor -Nail Protection 11,eW.V.; Test Fittings & Anchor -Nail Protection Shower an; Test, First Floor -Tub Access 21 Testydb & Shower, Second Floor -Tub Access 2 as Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date E TRICAL (Permit) OK except #'s Comments at Final: 2 re rajnsformer Clearance -Ins. Protection Zling,,dbist-Rffr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. EI . Receptacles Spacing -Lights &Switches at Doois Siz ox -0s & No. of Conductors Stapled o Installed Close to Edge of Studs & C.J. Size & Romex Protection -Draft Stop -Ins. Baffles ip. Ground made up w/Mech Fasteners -Bond Gas & Water 5 . 2 A ofiance Circuits in Kitchen & Conductor Size GF] ubfeeg�,re Size /1 or AI-A.C. Wire Size Sage Fire Protection Framing ge Circle /,, / u r Al -Oven Circ. / - / ga Cu or AI Insul t -d eutral es O No 52. 31. vicg1Riser Conductors & Ground Main Disconnect . Equ'f%clearances Panels-Motors-Mech. Equip. 6411�1106Closet Light -Shower Light -Spa Light Ex!,Doors-One T -Check Garage 3rd Story, 2 Exits J4. moke Detector 44,Atai • idth-Headroom- Rise- Run- Land ing-Fire Protection Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ME ANICAL (Permit) OK except #'s ucts Insulation & Support to o Mesh -Drip Screed -Fd. Vents-Underflr. Access Fa , Exhaust above insulation 5 Co ansate Drain & Overflow, Size & Grade ur ace -Vent Access -Comb. Air -Return Air Vent 115 outlet hear Walls; Nailing -Bolts 9 ttic Access & Platform if Furnace in Attic 60. B ee Interior/Exterior Wall Panels !tf b'7 t.jasulation-Walls-Ceilings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date_.FRAMING (Permit) OK except #'s Si roper Materials & Anchors IIs tuds-Nailing Spacing & Braces -Plates -Sound ,HBe ng Walls over Girders & Floor Nailing Stop in Walls (rat proof) re Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing jingle & Duplex) Date B-1 � Date Card B-1 / FRAMING (Continued) Card B-1 Date Card B-1 Date Hangers -Post Caps -Anchors -Connectors Comments at Final: Zling,,dbist-Rffr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. rr-qpkce Ties or Type A Flue -Fireplace Throat Clearance 49-'A_j,`Xccess; Size & Romex Protection -Draft Stop -Ins. Baffles 5 . BdrryWrdows or Exiting Doors -Sill Ht. & Dimensions Sage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ex!,Doors-One T -Check Garage 3rd Story, 2 Exits 44,Atai • idth-Headroom- Rise- Run- Land ing-Fire Protection 5 lywpwrbn Roof Overhang -Attic Vents -Rafter Outriggers 5 . iding- Wiling Veneer to o Mesh -Drip Screed -Fd. Vents-Underflr. Access 5 lazing Area -Glass Protection -Skylights -Plastic hear Walls; Nailing -Bolts 60. B ee Interior/Exterior Wall Panels !tf b'7 t.jasulation-Walls-Ceilings 2. Infiltration -Walls -Windows Date t - Card B-1 Date Card B-1 Dat Card B-1�7 Date Card B-1 Date F ( ans) OK except #'s xt�Steps-Door & Sidelight Protection -Landings Vents -clearance -Comb, Air -Connector - e: Above Floor-Ducts-Mech. Protection 62/f .F.I Bath Fixtures & Tub Access -Spa 6 ec. & Subpanel, Breaker Sizes & Labels i Rails ire ce or Stove, Clearance -Hearth 7 e tlets at Wood Panel, Int. & Ext. it. F' ppliance; Ground -Air Gap -Cooking Clearance OutlQta 8 Re acles at Kit. Counter A.0 ct in Garage -Damper tr. Htr.; ants-Clearance•Comb. Air Connector-P.R.V. in age; ve Floor-Mech. Protection 77. Plb. c. ach. Equip. Listed for Location le eceptacles in Garage (F.F.I.)-Romex Protection n ion -Foam -Looked in Attic 8 Guar ails & Deck Construction -Post Caps dn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearan 'Looked under Flo O Yes wing Instld./Driv Q No/Walks No/Planters No 83. Stucown-Finish C nit Disconnect, Electrical -Plumbing &J'VenIsAtove Roof, Plbg-Appliance-Fireplace-Clearance to Openings 8 afar Disconnect, Electrical, Plumbing 8 xterior Elec. Trim, G.F.I. Receptacle -Underground ntilatio roughout House e rotection orrections from Previous Inspections 91. Gas Test- eters Tagged, Gas -Electric 9L Wat er Connected -C/O to Grade -HD Approval n Compliance Certificate -Other Certificates Datef7/W6/j,Card B-1 � Date Card B-1 Dat Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: ,_,,_,,'.,.�.--.. y. ..�,..—.��-_..,,r.,,...c.. ar a ,i:rrr••nr;= . COUNTY OF BUTTE' " ` ` ` ` ` ` ' —.1 `BUILDING DIVISION, , j, i DEPARTMENT OF DEVELOPMENT SERVICES.' � J 411 Main Street • Chico, CA (530) 891-2751 �r 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. ?p` 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 Vh<`office iimediately. /AAi 1*, k4,-yXeyrshz Ale7llz //,/ G � 1/ #ZW 72l LIrW T VON 1Wf1&/G� /lL4/ - aW S%U/t96!!' dear /�wl� Gr I "alff px'Y COUNTY OF BUTTE <. :.. BUILDING DIVISION.. DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE Can ate/ 02 OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you)ave any questions pertaining to this matter, or need additional explanation, please contact tlVs office immediately. �t l=i1111-111 GDC /L al -e /7'/" L T- COUNTY OF BUTTE' BUILDING DIVISION DEPARTMENT OF DEVELOPMENT -SERVICES 411 Main Street * Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE G0A pae OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and/should be corrected. Please notice this office when correction of work is completed. If dhave any questions pertaining to this matter; or need additional explanation, Please contact this office immediately. �4_ Q1, 6 C WA 1Z /1' A7 14.15 41,619'rItp-1 1A 7 t is COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. rs. p. �+vr+�•�y"r.�+e-fit.•�v-�•�2�"-�r+.r--,-�rx..�,.'�k"a,;;,..,f...�.<��t�C •-tea ;.ee:r*`�.`,yy.�n�.....n5 COUNTY OF BUTTE ...... BUILDING DIVISION....... ' • ........... . DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE T'S V / Y O AER 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. It you ve any questions pertaining to this matter, or need additional explanation, please contact,t is ofhce)r6 mediately. ,47 /617 //&oo WW1126' 11--61 VC, 4 /W-A/7� . a ' .s COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541a ? �E�{v►IT�No. (Eiev.12/96J^ APPLICATION AND PERMIT ASSESSORPARCEL NUMBER 040-590-005 ZONING BUILDING PERMIT OWNER Gordon Brian & Jennifer TELEPHONE 8 3-97702193 SO. FT. OCC. BUILDING VALUATION R 118 422.00 OWNER'S MAILING ADDRESS 400 Mission Ranch Blvd 632 C 810216.00 CONTRACTOR'S NAME owner TELEPHONE 544 U 9 0 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER [Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filin Fee $ 20.00 Permit Fee . $ 769.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 499-85 BUILDING ADD erson Ave Durham 95954 Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF J] Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 15.00 TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: New 3 bdrm 2 bath SF w/garage Gas piping stem 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15 00 Mobile Home IS I GI W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 1 20.00 LESS Main Service 2p.A aooV OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.PSING License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License 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 I000A 46.00 NEW CONST. DWEwNG Occup. so OR ADDNS. ( a ACC. S.3.5¢FT. 95.80 r",oNA°ESID.T MULTBRANCI.OUTLET 97,50 RC a R A 0 TLET OWELEPPARATUCIR.s 20 �'•0° Ex. Occup.CUTLET OR FocruREs SAL @ .50 Ex. Occup. ounErs RESIOOEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 138.80 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 sous to become subject to workers' compensation laws of California, and agree that ff,l should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fo ith comply ith ose ovisions. \ r 6 \X Date Signature o plicant Owner ❑ Contractor ❑ Agent An OSHA per is requiredfor excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating 20.00 Cooling Hood 6.50 Ventilation gas furnance j-- 19-n 115-00 PERMIT FEE $ 01 Mobile Home Installation Fee $ Energy Inspection Fee $ occ R3 CONST. TYPE SIN TO AL FEE $ HAZ. I D. FEES I I LL09PCDF PAR L PD D SU This permit is hereby issued under the applicable provisions of the Butte County de and/or Resolutions to do work indi a bo a for w -1- fees have been paid. B atte PERMIT EXPIRES ON 71S1,10 Del. ReceiptNo. 330 "o WHITE-D.D.S.-B.D. CANARY ASSES R PINK-INSPEC GOLDENROD -APPLICANT COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET ,l OWNER: �Cs-r� ASSESSOR PARCEL NUMBER V l -Qy Proposed Building Use: • kl"j SP Counter Technician: Y Date: `'/ "O` 6 Items required in order to apply for a pe mit. All b6Yes MUST be checked OR marked NA in order to apply. Plot plans, 3 or 4 sets, signed by the preparer of the plans. Complete plans, 3 or 4 sets, signed by the preparer of the plans. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets�of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! , . Energy compliance design and supporting documentation in duplicate. ' ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or .foundation plans, all in duplicate. �❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be ` indexed and returned to the plan review line-up when required items are received. Date ec ived 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ I Da- ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 1.0. Letter of intent for non-residential buildings......................................................... U 11. Detached Accessory Building Form filled out by the owner .................................. :... ❑ 12. Hazardous Material Form............................................................................... A ❑ 13. Other .... Remaining items needed to issue the permit. (May require additionnal_ plan review upon receipt of the following items.) 14. Fees as shown on the attached Schedule of Fees Due Sheet...l!! ELJ 5. Statement of Intent for Non -heated and A/C Buildings .......................................... 6. Sanitation and plot plan approval from the Environmental Health Department in 17. City of Chico Plumbing permit........................................................................ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: O )< (B)Parking: (C) Parcel Check: ❑ 2 . Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ffia 1. croachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy . G� ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number.. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... 46. Letter of Signature authorization.................................................................... . Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone and hold for pickup. I have been informed of the abov ite and requirements for obtaining a building permit. ZA Applicant: 1. Index permit appli 1l ion for the above items numbere Plan Check Letter 2. Additional items re Contractor, designe ow , as advised of the above data y hone, ❑ ail, O'counter, byV kj Date: , Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, b Date: Plans reviewed by: Date: Plans approved by:Date: Structural reviewed by: _ Date: o Z Structural approved by: Date: 7 O Note transfer by: Q Date:77 O g ow: Building Division _'t'`•�'''' 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 V k J—*A A J Q�) r-- BUILDING —BUILDING PERMIT FEES Balance Due ....................... Additional Fees Due ................. Additional Fees Due .......... :...... $ Revised Plan Checking Fee ..............$ SCHOOL DISTRICT FEES J ) QJ—Y—) (paid at District Office) (Available after Plan Check) SHERIFF FEES (paid at Building Division) ,` `` Residential ......... x $360.00 = $ 3(D. 0 0 Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... —x—=$ # Units Amt. Commercial (sq. ft.) ............ —x_=$ Sq. ft. Amt. P5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 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) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # 6(1)� .S%CJ / 'l%®S DATE - Q 5 -a RECEIPT' # DATE REC. 03 0 J MAIL At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE zdca- Pursuant to GovernmeVit Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner ' (Rev. 6/00) a . School District BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) 1� tk Building Department No. A.P. Number -590 —OO S Jurisdiction: City County Property Owner .D0 R,L1A7 n W / F/ir-Tj Property Location/Address n i r,6�7C 0,04-Dp,,J (Applicant) F��zso�J Am- m Subdivision Lot No. b u leAhq7n Residential Development ............... ........................................... Sq. Footage OS < NPfLiving Mobile Home Addition/ Supplemental to (Group R) Units Installation Conversion Permit # FULL MITIGATION $ '(No foundation inspection): i.p CommeclaVlndustrial+ Ilk School District Representative ' Sq+Footage , New !Addition S~ t (Including Exterior' Roofed Areas) 4L Building Department Representative Date ^ Paid by Check # . Remarks: Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm -P••qr j��"?i�,iti•+��'�.'•''t�'4���W:w�*J�-'1`��y!���}+�7V�tl�fJ,i���.�II/.�'f�wa: i'aYtW`v"��r�.Ti'.�4y"�,'�v4•"5i""`+l�f�''-�...-•'�.. �,. .yir''� _. .. ° .-.��+a•�,:,?-ww: .t�.i...:. w.•q; tic-r .X. V.ii:�si .. BUTTE COUNTY PARK FACILITY FEE PAYMENT CERTIFICATION FORM DURHAM RECREATION AND PARK DISTRICT Assessor Parcel Number (s): Q qD ".b U `--� Property Owner (s): y Project Location/Address: Subdivison Name: Assessable Square Footage: Type of Residential Development (check one): New Development Alteration/Addition Mobile, Home (s) Non-Residential to. Residential = K Centsa:Yr'•-1 Building Division Representative. Date Durham' Recreation 'and Park.District'mRPD) certifies that , Applicant. Name Applicant Phone Number • +l 14UO M r 55 :::i:26_k cls J5f - d 4 /57 Street Address h/ <o City p State Zip Code :`K.,,. i yr9" + j\ i ' • -,. S ''r 2 ..J.. �. Ya 1. 2 • , 'has"":complied With the requirements of the Butte Couhty.Board of Supervisors Resolution No. 93 - 114 by payment for. Z•�G �J square feet at $ 1.04 per square foot for a total payment of $ -2) 2- S .72: la lslo0_2 °CD PD Representative Date ' 'PAID BY°CHECK No' 'Remarks -BANK-'.'N&:t`D 35d y ,t .,. PAID,BY;CASH RECEIPT No.: ./ ,� 5 -7� i DISTRIBUTION: WHITE-APPLICANT PINK - DRPD YELLOW - BUTTE CO. BUILDING DIVISION OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signator. Please complete and return this information at your earliest opportunity to avoid unnecess:ny delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. personally plan to provid , the major labor and materials for construction of the proposed propert� ', improvement :YES NO 01 HAVE HAVE NOT C s1 ed an application for a building permit for the proposed work. 3. I havc c ntracted with the following person (firm) to provide the proposed eonstruetiio NAME: ADDRESS: CITY; 4. I plan to provi?h� ort supervise, and provide NAME: ADDRESS: PHONNE: 5. I will provide some of the work indicated: NAME CONTRACTOR'S LICEN of this work, but I have hire a following person to coordinate, ,naior work: CTTY: CTOR'�'UCENSE NO. but I have contracted (hired) ADDRESS PHONE .. • • i►`.�.e_ � �.Y IBJ 1 ing persons to provide OF WORK NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be cornpkted Md returned to our office before we are permitted to issue the permit OVER OWNER BUILDER INFORiti1ATION I Dear Property Owrur: 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 parry 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: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if You wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contactor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1030 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. I!�M rely, el C. Vi iia, C.B.O. ger, Building Inspection NOTE: Tris Owner -Builder Information is required by Section 19810 of die Callfornla Xea11h and Safety Code- OVER oda OVER t Piot Ree 4"t C= " . ��r!'• �. �!}73[x` "rr i i,: �i r =r,,'s,nt to &D. TO: ; Building Departme'nt' SUBJECT: Sanitation Clearance n w� Ow..ner ° ' , '` Locationu ' r i,f r . ' ' AP# ' r;; �• r'-. : 4 Pti•.�• I �..^ lP- Plan App,ro44 for Sewage? Disposal ! 7 ;'Watery Supply: Public, Private' Well's•"" Cleafance, for` dwelling ,Other !_R11.�t.'^...` , -4e r ,.J iki *+� „R�� tl-ri' 1F. {. �t ! s M Y.P.N. Tsi -�• 4 y.Si. s� ♦. •` !L .x. Hold final for: Final, clearance O.K.-for: w " NOTE: r . . . . . . . . . . 51AVU .T I � i �� � I I i I I I T_. _ I T i -i r-- T I -- i � - � - Ti T- I� -t -- Jill i i i I --�- .1- T I I T j- II -all it CL 04. , ; I 17Z ' _._ . :. T I 43 • .I ---- - ------- - 1-17 1141 i ! I ' I F+I Jan -20-00 07s23A wbdc 9166852831 p' -o2 A APA=Wff% Certificate of Conformance Certificate 0. 2 7 3 6 THIS IS TO CERTIFY that the glued laminated timber products identified with a collective. mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, Foy Wood Products - Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117.93 - Manufacturing - Standard Specifications For Structural Glued Laminated Timber Of Softwood Species f IT IS HE CERTIFIED that the APA EWS trademarked structural glued laminated timber members .t'ere �,rcd:;cad i.. a mamdac;r:ring facility subjeici CU regular audiis in accordance witin the Engineered - Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the in=;Fant QA program with adequate sampling to verify conformance to industry standards for lumber grad(; and glueline bond quality. 11, x 000 •,,� 5 /g X ORgr 40 SFALL its ti� tSN I ias,���. 9$1, � ,/-30 112-0 by 4. L I Thomas G. Williamson Executive Vice President ENGINEERED WOOD SYSTEMS is a releteo Corpor' lion of ARA — THE ENGINEERED WOOD ASSOCGITIoN 7011 South 191h Street _,P.O. Box 11700 • Tacoma. WA 88011-0700 Telephone: (253) 565-8600 • Fax Number: (253) 565-7285 Ti)r r IMPORTANT- to these spaces, copy the cor e,&ponding.itlfQ"ition from Section ILDING S'TREE t` ADDRESS (Indudi n9 Apt, Unit, Suite, andlor Bldg, No.} OR P.O. ROUTE AND BOX NO. CITY R N STATE, Pc, -0. Z1P CODE 1 Gid ,..r.g Durham CA s f w s i�J tt T" r F= .?, SECTION D • SURVEYOR, ENGINEER, OR ARCHITECT CERTfFICA7lON (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/ mpany,and () Wilding . COMMENTS _ ._-TBM_ 60 d.NAiL IN POWER POLE WEST SIDE FERSON AND SOUTt3 SIDE HOUSE SiTE Elev. = 169.37 HOUSE AREA INCLUDING PORCH = 1,860 FT^2 GARAGE AREA = 545 FT -2 C3e) THE LOWEST MACHINERY IS THE DUCT WORK UNDER THE HOUSE. C3h.) 12- VENTS AROUND HOUSE (MULTIPLE SIZES) AND 9 - 14"X5" + \ -VENTS AROUND GARAGE. '30.) VENT AREA 2,801 IN -2 AROUND HOUSE AND VENT AREA = 622 IN"2 AROUND GARAGE. For Zone A0 and zan . A (without BFE),.00rr- ...' Ite. .f , through E4. Ifth@ EtOVation Certificate is infendeq fOr use.as;supporfing information fora L`OMA'or LOMR-F,. $ection C must be completed. Et: BuiidIhS Diagram.Number r;Seledt the-bwld'rng diagram mostsimilor•toahs:,buitding for which;lhis'CeKificete is t?e;ng cempteted se@ pages:6.snd 7 It no diagram eccuretely;representsfhe.:bui{ding; prowde'a sketch or phtrtograptt ) F.2. 1'fie top of the bottom.floor (Inc{udrng basement or enclosure) of the building i5 i--s_i ft,(m) (. (_{n.(cm)j aoove of (check one) the highest adjacent grade. (Use natural grade, .fi available:) E3: ForButfding Diagrams 6$.wlth.openings (see page :y), the next higher-#iogr or: elevated floor (elevation 0) of thg building is ( ) above the.high6stadiacent.gra , ; t; -M, '-.Items C3h and G3 l of front of form. E4. For Zone AO o+�ty tf no hood itepth nifrnber is:avaafabie, is the:top of the bottom floor e1 .0ted in a=- rdanrz wFift:#he.cofntfiunit s SECTION F.- PRQPERTY bWNER (OR,OWNER'S REt? t1wSENTATIVE) GERTIEICATIaN The pivperty:tnvrtier or COVriel'S authorized representdtJve whb completes Sections A B; C (items C3'h:and G3.£orily), and E for Zona>A (without a.' FEMA-issU-sit. or community -issued l�t=E) dr• Zone AO rtiust sigri.hete: The sfateinerifs,ih 5edtionsA,:B; C, acrd 6.afs•Correct to fhe best of rcy knowledge,.. os�ncc a no ntnmico � w m,,.o.�cr. _.. ADDRESS STATE'„� . , .. BATE ONE.. SEGTIbN Q = Go141NEUNITYiNFC' WATION (O!'TIdNAL) The focal ot'ficiePwhc is authors eii. by law or. ordrnance to administer than ;cgmmunity's flooiiplain map&g2rnettt ordinance cail coriiplete Sections A,.8, -t- (or Ej,:arid G of this Elevation Cert f cafe. Complete the applicable items};anti sign below, 0.1 U The information in•Seotion.0 was44lcen "other docuntentation that iaas'tieen t;igned antt'.embossed. byalicensed sunreyoi, y engmcer, or er(hOtaot who is authorized by state or tacat jaw to. cer-ifjr elevation. informaitAOn. (indicate the source.and dale of the. elev"bn data'in the Comments,area below:) GZ. J__(-A.comm6n*iry official otfrnpittod Saction !` for a -building located In Zone A (without a FEMA 7asu d or cdrKMunity-it:BUG'd tape) of G3..I,,,,,,l The f6110*6g Information (Iterns.CWG9) is.provided for commun►ty floodplain management purposes. . _ 119, 07, This peftit has been issued foh New Consi'ruction !—I SubsteAtial Improvement 08.. Elevatlon of as -built ioWdtt'floor (including basemeiit)'Cf the building is' ft (m)'Datum: G9, &E or (in Zone AO) .depth of flooding at.the; building site is: t _ ft;(m) Datum: LOCAL QF1`lCt -MT TITLE 7.0-MMUNRY NAME TELEPHONE 'SIGNAT'URE DATE COMME S .i 1-1 Check here if attachments CP"&AA r...0 n♦ oe u U i,n ,'N NAT10NAL FOOD MURANCE PROGRAM ELEVATION CERTIFICATE --lMortant Read the inst rue?tIonson pages. 1. - T. SECTION A- PROPaRTY OWNER INFOFtMATION JENNIFER GORDON AVENUE (EAST Durham VOW -0. rvu. ;'Vol-wl ( Exp.fir� July 31, 2002- 0? l,bVl-lhUUIJNj-Y,UNlNU,-. 060017 BUTTE 1 CA 04. MPP;Np N11i�8�R 86-.: FIRM. INDEX C�AI� 07' �FIRKPA.NEL,'. FF�C1'IVP�VISEO DATE n `�ON�{S} k 'ZFLOOV ..:(Zone AO' use depth of flog] 06007 0 j. C APRIL 000 JUNE 8, 1.998 AE 170.1 Ipll::�q.,e.��.pwi�r�OW,,*.-.�--!",.;Pl�Qn;.(01-.*t�),,Pa.14-prqOS.i�TIOOO.-d$plhOo reg - Ll f I &: Profit. jz:xaj-FtiF*` W-':' I_:! CaMmghiity beter"**d 811,1itidiC�te the et8vatiart datum uJ N- . P iAoAll-_[*Ot' w 9.05 fry Or QYA P- y*'D- i W AV' a..C- 04s4. Isa, iet gwurres system (0 -8k -s L�JY�n -C.-I.Istildiil§Otovavb6sdr.9:-:'Based -:O.h.'I'[C nstrudidn Drawings' hgUndWaii TUR6wrRhed Oonswctioh. building is complete. rsm_ Nufnber 8 --the�-Wlldk, -diagram:, .. oa: In s g Df4gi (Select lip is being completed oagd-t.S and 7 -. ;If tn0*..djo§r;#n-..aceti(aWIV.eep.re0,iltr;th'I phi togrepti:j , M., E"00nS 7 Z0110 -All -A30. AE-,. AH, A (W0-: BFIE)i VE*, V1 -V30, V (Wb' 13FE). AR, AR/k AFVAe, AkPjAl ASO,RfA zA A0. H: ARI CCO.Jr0i %.`,ths - 4 igPecifl 4" d 00 - 40 - diagram 46tuen s, ifferek fivin ft,datum; used for ;the %BfE K: Soman I -.00 MNO *0 0'110t'4000 wa; vell M: TOW, e f64rlenfthe. sw -YO 001TONN.*O, :the 614v --V.6 a r0e A No Q. -df:bottom *Qq -(itiGuding" .0,6ure). O b) Top. of, fte#Fj§bor f(oor ftdra "i'* .0 d) Attached gimge .(lop ofslab-)' 01Y. inery!andlor- equipmPrit. 69077 M rvichg'. fh" e.-bUlidiho(Ve,.-�c.ribe:ih-a.C�omm 6tsarea.) 7.Q I " —MMY :-C)'* Q.`!Qwest -,s& W -tit {finlshed}girbd ' Exp. 08 -MM a: * LAG�). (kA 169 5 n) 9 V-.- . ElE'C. W. p) No. of permanent op0ninq.s-#6od,v,e,n* (s) within 1 ft, above ad'a trade: Cep gSEOMME�M in 0_�EE ROM OF C n, (S.Q.:,cm): --bY 14 -Or ft -blevalci hfo liid; is, to.lb sign ai6d I * I fy ni survoyor, 06 thein, rma'on.rn Sections A,B; and 01.7 this cefficate r0rezents mybeshoffrifts f6Tnt0.ePfeffh6 date available. afament may be'P.,vniVhable bvAlne orimDrisonmentunder: -LAMBERT O. LOWE 1-Mlolvor- FvvMl5rt%-'- RCF 59077 TITLIE C4WAAM NYNENORTHSTAR ENGINEERING CIVIL ENGINEER 20 DECLARATION .11 11 rin 5-1 ,(Zrc Pr -1/r -Q4= C1nc (530)'893-1600 f"MITIKII 0001 AfICL, At I � _.✓�� r �i iii' 2.CERM .anum I 3.00'1 LOOSOMTWB MOM 7f e1 a b dffiwe .iodid e _ 4, RAI= RAM EN 11 wool -- S. SLAB R,OOR I PE WMM Tidda�ss • Piet b�6o�--�-�------ GIMMIML PAORM fmdnnku When recorded return to: County of Butte Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965-3397 IIII'�III'II��IIIII"III'I'll�l"I ' 2003-0GDje e+ Recorded I REC FEE 19.00 Official Records I COPIES 4.00 Cou�y Of CANDACE J. GRUBBSRecorder I ROSEMARY DICKSON I Assistant I Barbara 02:04PN 18 -Apr -2003 I Page 1 of 5 Space above for Recorder's Use Owner Name: Brian A. Gordon and Jennifer Gordon r^� Building Permit No: 1 03-0170 DEED RESTRICTION AND NOTICE OF LIMITED USE FACILITY I. WHEREAS, on this 25th day of March, 2003, Brian A Gordon and Jennifer Gordon, hereinafter referred to as owner(s), are the record owners of the following real property: 9873 Ferson Ave, Durham, CA 95938 FA—P#-0-40 590 -005, -and as further set forth in Exhibit "A" attached hereto and hereby incorporated by reference, hereinafter referred to as "the subject property"; and II � WHEREAS, the Building Division of the Butte County Department of Development Services is acting on behalf of the People of Butte County; and III. WHEREAS, the owner applied to the Building Division- for a building permit in order to develop the subject property described above; and IV. WHEREAS, Building Permit No. 03-0170 was applied for on January 21, 2003 by the owner in accordance with the provisions of the Butte County Code and the California Building Code; and V. WHEREAS, the use allowed by Building Permit No. 03-0170 has been reviewed and approved for only the limited purposes set forth below; and VI. WHEREAS, it is intended that this Deed Restriction and Notice of Limited Use Facility shall constitute an enforceable restriction and remain in effect until a new application for a different use has been approved; and . VII. WHEREAS, Owner acknowledges that Owner will comply with the limited use restrictions that were incorporated in reviewing and approving Building Permit No. 03-0170 which enabled Owner to undertake the limited use authorized by this permit. NOW, THEREFORE, with the issuance of Building Permit No. 03-0170 to Owner by Butte County, Owner hereby affirms Owner's desire to develop a limited use facility, as set forth below, which establishes .restrictions on the use and enjoyment of this limited use facility. The undersigned Owner, for himself/herself and for his/her heirs, assigns, and successors in interest, acknowledges and agrees to those restrictions. This limited use facility shall be utilized in compliance with those limitations prescribed by the California Building Code occupancy classification assigned by the building official, except the following uses are not allowed: sleeping, cooking, or any other uses. The space will not be heated and or cooled and shall remain unfinished. Permits are required to convert this area to ANY use. If any provision of these restrictions is held to be, invalid or for any reason becomes unenforceable, no other provision shall be thereby affected or impaired. This deed restriction and notice of limited use facility shall remain in full force and effect during the period that this permit, or any modification or amendment thereof, remains effective, and during the period that the development authorized by this permit, or any modification of this development, remains in existence in or upon any part of, and thereby confers benefit upon, the subject property described herein, and to that extent, this deed restriction and notice of limited use facility is hereby acknowledged and agreed to by Owner to restrict the use and enjoyment of this limited use facility and shall be binding on Owner and all his/her assigns or successors in interest. Owner agrees to record this Deed Restriction and Notice of Limited Use Facility in the Recorder's Office for the County of Butte as soon as possible after the date of execution. This document shall be recorded and returned to the Butte County Department of Development Services, Building Division prior to the issuance of Building Permit No. 03-0170. DATE: q4k , 20 07 3 Owner Signature: -1 //�O� 4�� Print or Type Name of Above Owner Signature: QoauldMCD�_ 6JAVIOVer (Dc)( Print or Type Name of Above This is to certify that the Deed Restriction set forth above is hereby acknowledged by the Director of the Department of Development Services and that Butte County consents to its recordation thereof. / i VMS • d• - • D-•. Development STATE OF CALIFORNIA SS. COUNTY OF BUTTE On r- � 0 03 before me, `ice U 2�Zj , Notary Public, ersonaII appeared personally known to me (or proved to me on the basis of satisfactory evidence) to be the person�wwhose name(21 is/atesubscribed to the within instrument and acknowledged to me that .Wshe/they, executed the same in Wher/thetrauthorized capacity(-, and that by Ms/her/tbeirsignature* on the instrument the personJS-; or the entity upon behalf of which the person(&�'acted, executed the instrument. 11 • and official NIV ALICE ANN MEFFORD Commission* 1365836 4PNotary Public - Calftmia Butt® county z My CQ�. Expires Jul 22, 2006 (Seal) NOTE TO NOTARY PUBLIC: If you are notarizing the signatures of persons, signing on behalf of a corporation, partnership, trust, etc., please use the correct notary jurat (acknowledgment) as explained in your Notary Public Law Book. STATE OF CALIFORNIA SS. COUNTY OF BUTTE ) JA6t--y'Pr OnAI 2 before me, o ,Notary Public, persona ly appeared personally known to me preired-to tisfae#I-evi�ertce) to be the personV) whose name(s�fiPafe-subscribed to the within instrument and acknowledged to me that &Os- /t ie xecuted the same in ElOher/th-eir-authorized capacity(4es7, and that by ni /b€rrt#eirrsignature.(Wbn the instrument the perso*<or the entity upon behalf of which the personXacted, executed the instrument. WITNESS my hand and official seal. W Aignure kl)"' & a STATE OF CALIFORNIA SS. COUNTY OF BUTTE11 ) On (1 before me, Public, ersonal y appeared -qL( , OFFICIAL SEAT MELISSA MCWILLIAMS @,my NOTARYPUBUO-MFORNK to�MBUT MiSECOUNTY � t aftwo EW Sept. It. M4 (Seal) , Notary personally known to me ( e) to be the person) whose name( �are-subscribed to the within instrument and acknowledged to me that lie/ /##ey'executed the same inAiM/ e7the -authorized capacity(in, and that by liisCeD/.�signat en the instrument the personor the entity upon behalf of which the personacted, executed the instrument. /// / 11 /1-79 00-I ELY SS,my hand and official seal. naure INS 111 11 1111111 OFFICIAL SEAL SS N ..� NOTARYIMELIP11 USUC. FORNt11 N COMBM�tTT ON �U 1NTY C 1Ny C�nmfss EXP• 5,1l. X04 ea 6�C - V,M,n. INU, JVor-vur r NATIONAL FLOOD INSURANCE PROGRAM xpi:res Jufy 31, 2082 ELEVATION CERTiriCA;TE Dds N TAgROAMI Number, Legal: De—='9 0M. ft- AUILDING. USE s e , ftes9Cf:rtb2►, ton 9si ei►tisk. Actddon, AcxesSGry; etc: Use 8 sidential : inmrxrts.si , ii.tje 2rg/,) • Re LJ NAD..107 j � NAiD 1083 ( i15CS Qusd SECl70N .B I=LO.Of)1NSUFiAN.0 RAit=. MRP.`.(F�tiM lWFORMAijri"3.M 87 : NFIRCOMMUNiTY NAME & C C'tY. NUM8ER - B2 .00UNTY. E : B3 .STATE BUTTE COUNTY UNINC 06 17 BUTTE CA PAN$ SUFr<t . t36 PI [ DEX B7: FIRM PANEL B84 FLOOD, 89 �FLOOi3 NUMBER DA T. Fwec'CIVFJP2EVtSED DATE ZONES} (Z�ne,4Q, use depth of floi�aigl 06007 0520 C APRIL 20 2000 JUNE 8, 1.998 AE 170.1 l3'tQ, lnd�c`ate the source of Itis Base ir6i=t) d2:ta :or base flood:decth entered lri'B9s �:r'lRM 1-1 comrrtunrt)nDef9rmih�d �Other(Describe) - $11. indicate f:le ®t8v8bon datum user far tate BFE Ir `t39 {Xj 'NGV 192$I :I NAVD 158$ j _ (bthi r (Oescfike) : $12. tg the bwiiliing;Igc�teci iri GoastI BaRiei las4urces System (CBRSj.ai�aa or (lfherwiSe PrvtecSel Aroa {qp"�q)7 ! _} Yes (X 1 No - i7ex,nnefinn r1�fn^ C!: Wildingefevab0its are based on: l ECanstruction Dravrings' �,_jBuidmg tinder Coitstrwctibn'�l=iiistted i✓onsvuction "A new Eieva+Ion Get#Itic to will tie required when construction of the building is complete. g 0 (Select Ills i�ultding diagram ►»4st:simi(ar to the building for whieli :thisoprti6cate is being corttpleted � se3e u►ldtn Dia ram Numtr 8 pages 6 and 7-1f 6 diagram zr uratelyrrepresents the building, prgvide:a sketcii.or ph'&6rviph j i+tevatipns ZdreB Al A3.t), AE . AH, A (With 8FE) VE, V1 -V30, V (with BF'E) AR, AWA, APt1AE,.AWA'1-A30, AR*AH;.ARtAQ. Com'pfste lteitts C3A=t :b'e(gw aceardsng tQithe buitd►rlg diagramspeC;fied`in ltem;C2 : Siate the daNrn osed.: if the:datttrim.Is itiffe tit frotr► the datum; uSad far a BFE m Seohon:�, convert tiie datum to,tftat used tar the'l3FE $hair<fieitl measuremerita:arid datuitt:Gonversfon cialc dation: tlse the spaca provlrtecf orttae �orrimtints.area,of Sscttorl:D QrSectiOri G,.as'apptpptlate; tn<document-th6.datum ooriuersion: ConYer$IorT/Gorrsmei�ts .. . Elevatlati:fePence markdd �M 63 hoes the dl vation reference merle used appear on°the F �1 No I a} Top'gf bottom flggr (irtcJuding basernerit Gr enCivsurej 17:1 8 w h (rn) 9 O 0700 of next.hi0prfloor Gl G) �gttom of loxrcat hurizohtel :4ttUCtr;rat a 6t'"Bj r (V z?nRA only) 0 d) A6ched garage (tap of"slab:) 169 7 it m e Qr ❑ e) Lo!r✓est el&udaon of machine�'y andtc�r egcrtipment o .° w �0. X77 m m oc senrlclrrg the bulldii$ (Uas'ibe (n a Comments area.) _ 170, 1 ft {m) S -ILA 3 fj Lowest sdiacent (nntshe<4j grade (lA:). 169,-p- , R irr+j :z:P•fl.Ol9 � E] gj Nfghe&t adjacent•(n(shsd) grade (NAG) 169 5 hj Na. of permanent gpenings (flQgd vents) within 1 R, a.bove.adj$cent rade. SEE> NTs tZ I)`Total:tires of all P9rmanent•open(ngs..(ftoodyentsa.in C3 F CE . om,> ®¢ Thts r rtification is t4.be signed atsd:s2aled. by a . OO. siurvgydr ehi iheer, or archdoc.t; uoh.ontdd by 1avi to certify:elevaflon information. 1 cer*'Ihat the fnibrrnaeart rn 5ecttQns A, B and C a? this ce>t�cate ri presenfs my best. ~8 to Fnterpref `fha data a;443Ie: [understand that alil -felse.$Warrant may hp-mnlch.*hIA hii-rrRln m.:.;en.i,:w..:.f.�...:.t:.�: w ts) I' n :LAMBERT O. LOWE LI(:CNS� Nu wntK RCF.59077 TfTLE f`TVTT FNrTNT»FR COMPANY NAMENORTHSTAR ENGINEERING 20 DECLARATION agnea c,,,,,, Alzli m a nn 893-1600 Nb. -V. FZFIIF-1.34;G CInF. r-nQ r`n"MrIll fb rfnm DCDI Ar -CC At i ,n IMPORTANT- to these spaces, copy the comespondinA information from Section A. Durham SECTION D • SURVEYOR, ENGINEER, OR ARCHITECT EERTTf cmm tcONTmUE134 Copy both sides of this ElevationCertlfi.cate for (1): community official. (2)'insurance agent/company. and (3) building owner. CAIVItrt -TBM: 60d NAIL IN POWER POLE WEST SIDE FERSON AND SOUTH SIDE HOUSE SITE Elev.= 169.37 HOUSE AREA INCLUDING PORCH = 1,860 FT^2 GARAGE AREA = 545 FI'^2 C3e) THE LOWEST MACHINERY IS THE DUCT WORK UNDER THE HOUSE. C3h.) 12- VENTS AROUND HOUSE (MULTIPLE SIZES) AND 9 — W'M" +\ -VENTS AROUND GARAGE. 3CI.) VENT AREA 2,801 IN -2 AROUND HOUSE AND VENT AREA = 622 IN^2 AROUND GARAGE. �[,[�n.�.•.csv.[�u�,rr� aL vAr[vro [nr.URmanoiv (SURVEY N.oT,REQU.IRfD)„FOR ZC?NE.AO,AAID ZdN .A (WITHOUT gFltj. —' For gone AO and Zone A (without 13F1:), oomplete:ltefns EJ _through E4. If the' EkoyaOori Certificate is intt3nded f.Or ose:a' sup poffin$ information fora LOMA or LOMR+. Section C must tie corcpleted. Et: 6ui)ding Oiagram:Number.. ,;,,.,_.(Select the bu,iding diagram -most simllar.to the buildingorwhichcertificate is tiding completed seo pages B.:and 7. If no diagrom accurately reP%Mppts the. building; provide a stieich or photograph'.) E2: The top of the bottdm.itoor'(irscludirlg basement or eno(osure) of the building:is 'j_J`J fi,(m) 1_ {`tin.(c n) kielbiv (cheek one) the higiiestadjacent gmde (Use natural grade, if"availabte:) E3 6ortgiiiidmg•Diagrarh$"With openings (see,page :r), the next higherfloor orelevated floor{elevation b) of<the 4uilding is Jin:(crn).above th$highest adjacent grade.., CampJete Items C3 h and C3:i on front of form. E4 Fbr Zone AO only If no flood-deptli ntfrnberis.4vaifable, ss the:top of the bottom floor elevated in accsordanrz With the comrnunliy's The prbperty:owner orowner's authorized representative,whd completes Sections A; B-, C (tteens C- hand G3.f.only), and E for Zone A (wdhoi t a FEiyNA=Issued or.community-issiled, 8FE)or ZoneAO must sigh;.here. Thesfatements,in 5e.owons A,'8, C, and Eare- correct to P ivOWNER'Sowled e. vR OWII�E:R S A ORIZED REPRE3ENTAT►VE S. NAMt"s ADDRESS CITY, S A I. FZE QAYEMMORF .Q.- COMMUNITY - The local offival who is author! bylaw or ordinance to administer the:commt nityrs floodplain maeegemer►t ordinance.can complete Sections A, S. C (or E),.®►id G-a£thissElevafton Certificate. Complete:the,app.icablis item(s):ai►d sign below. G1. J_J i'he infarm3tcon n,5sotlon.0 vas token from otherdocum"entationtYiat has, been signed and e;mbossed.bya Licensed survey6r, engineer, or architect who :is authofted by s!%o nrlocai faw to. Gert�fy $levatson ir►formattan_. (Indicate the sour :aiid c€aie of the. eleve4 on data.ijj hs Comments,ares below.) G2. (�_(-A.tlommtinity offioit�t ssvrnplctccf Sac4vn E for o:buUding located In Zona A (without a F1MA=tssutl or ctiM'rrunity i88ued BPEj of Zone. AO: G3,.I_ J The following information (items 04-G9) is provided for community floodplain management purposes. n J i ISSUED 07, This permit has been Issued for. J -J {Vow Construction 1 -1 -Substantial Improvement C38. Eleyatipn of as -built lowestfloor (including fsasemerit) of *the building is. ft(m)Datum: G9.,8FE or (intone AO) depth of flooding at the:building site is: ft.(m)Qatum; _ e LOCAL OFFICLAUS NAME' - TITLE COMMUNITY NAME TELEPHONE SIGNATURE pA COMM91NITS } J Check here if attachments t -r. IA P_.--,. n.+ o4 a 11 L - - PW E.H. USE 0NLY Plot Plan Attached Flow Man A c r Sent to G.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance .16 kl� 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: W14 IN Environments Health Specialist Date 8/96 I �l 25 I ' Mpplav cn t I i - —I- � a Welt I _ - __ 40'• �«mo.�_y lea,�cGt: lines � � , �_ _ � __ I- �._--�;,--.:•w... � � error, �.,� � --1-- - - I AND WIIEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 C9UNTY CENTER DRIVE OROVILLE, CA 95965 2920 9212—GD12131 822 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 02:58PM 19 -Jun -2002 REC FEE 10.00 COPIES 1.50 Andrew Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT a Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building.permi . he property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: LOT 5, ACCORDING TO THAT CERTAIN MAP ENTITLED, "JUGUM SUBDIVISION', WHICH MAP WAS FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, NOVEMBER 6, 1989, IN MAP BOOK 116, AT PAGES 78, 79, 80, 81 AND 82. Date �� 0.2 PROPERTY OWNERS: o�rdon � � � a .0 State of Caldorni ) County of 2) ) .l �+nv�i�r �a7don C_ personally appeared ersonally (mown to me (or proved to me on the basis of satisfactory evidence) to be the pets (s) whose name( is aye subscribed to the within instrument and acknowledged to me that�&shelt y executed the same i/hm1&eir authorized capacity(ies), and that by hi - signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WTINESS hand and official seal LISA M. M AFEE A Signatu Seal: y COMM. B 1289743 ® NOTARY pUBUC C A.P. # 040-590-005 B COUNTY OF BUTTE IA y Comm. Expires Jan. 7, 2005 � CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT '�s'k;:���.�s�c��-�;,--N:�--�k�-.a�:�=-.�.�-c,tee--.�c.�G.�-,,,roc'--�•.c'-� State of California County. of ='s • 4 On before me, Date ame and Title c personally appeare(rl 1� C)-(—( Jane Doe, Notary Public`) ( Name(s) of Signers) ❑ personally known to me proved to me on the basis of satisfactory evidence to .be the person(s) whose names) Q/afe subscribed to the within -instrument and MC AFEE - acknowledged to me that he/O/they executed X 9r COMM. 1289743 D • NOTARY PUBLIC -CALIFORNIA Q the same in h+sGr/the•if authorized .0. COUNTY OF BUTTE � capacity(ies), and that by e t Comm. Expires Jan. 7, 2005 signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. IT SS my hand and official seal. Place Notary Seal Above Signature of Notary Public OPTIONAL . Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies). Claimed by Signer Signer's Name: ❑ Individual • 1 ❑ Corporate Officer — Title(s): Top of thumb here ❑ Partner —.❑ Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: i 0 1999 National Notary Association • 9350 De Soto Ave., P.O. Box 2402 • Chatsworth, CA 91313-2402 - www.nationalnotary.org - Prod. No. 5907 Reorder. Call Toll -Free 1-600-876-6827 rl C O RESIDENTIAL PLAN 0 :: o REVIEW GUIDE c SINGLE FAMIL Y, D UPLF.X AND MISCELLANEOUS ONLY y Building Permit Number: 0 _ %4�4- Plans _ O��'rzr. � g Examiner-: L/nc/cA 5,.tz)P:.rn A. P. Number: 0�0 ` 5 GENERAL: : Zoning requirements - (number of permitted living units). Plans signed by the designer. Proper description of work on the application. Existing violations on the property. Recorded notice of violation. 6 Building permit valuation. PLOT PLA`: Complete parcel size and dimensions. Setbacks, side %ard, easements, etc. Other buildings or structures. Grading. fills andior drainage. Flood hazard. Special condidons on Parcel Map: Noise [j SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal Aid Route and/or Federal Aid Secondary Route setback requirement Building or udlides across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLA`: Plans and specifications drawn to scale with dimensions and of sufficient clarity ). section 106.3.3 ' 10410 of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet The m net clear openable height dimension shall be 24". The minimum net clear openable width dimension shell be 21V. When nindo%% s are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the Elcor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less d= 7 *a measured to the lowest oroiection from the ceiling (Uniform Building Code section 310.6.11 All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less thea 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths. purge, kitchen. wet bar, and exterior receptacles (NEC 210). Water heaters a hich 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 abash or bedroom (Uniform Plumbing Code section 509.0). Fuel buming equipment shall not be installed in a closet, bathroom or a room readily usable as abodroom. or is a root. compartment or alcove opening directly into any of these (Uniform Mechanical Code seaba 304J� Garage dre- all separation - required on garage side including supporting walls and posts (Unifi= Code x -.don 302.4 exception .03). Under no circumstartces shall a private garage have any opening into a room used for sleeping purposes (Unifor n Buildin; Code section 312.4). Wood stove location - Alcove - Ub1C section 203 confined space 8t 223 unconfined space dl: 304.2). moke detectors (Uniform Building Code section 310.9.1). Page I of 2 11tater closet clearances (Uniform Plumbing Code 408.5). jq., �p� compartment miriimriieedlon masonry or concrete oundationsPlumbing that shall be of sufficient size to support �B�ng walls PPo loads (Uniform Building Code section 1806.3). UCIVRAL DETAILS: r r&ced wall panels shall start at not more than 8 f fr i C b 20 11 3BSpaangshallnotust be in line or offset from each other by not more C section 2320.4.1.) Braid wall 34 feet on anter in both the longitudinal and transverse di ..ecuons (UB .... lines must be continuous throughout the structure. repare a lateral analysis for the areas 2. A California licensed architect or registered engineer must pof the building that do not comply With the Uniform Building Code. This must include the designer's `vet" stamp, signatvne, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 3 Clerestory requiring balloon framing and/or engineering. (Uniform Building Code Table 184-C).Foundation plans complete enough to construct building Floor construction details complete enough to construct building. lie pations and Wall construction details complete enough to construct building ,?,"Roof construction details complete enough to construct building. __W,Fireplaee construction details and calculations if necessary. fm9�'-_ Garage door header size(s). Porch header size(s). ,,AVITjpical header size(s). 12 Stud heights. High expansive soil — special foundation design required. 4 Retaining walls requiring design. SUM wallboard nailing inspection required. sired ��� a total tn e area below the lowest floor is fully enclosed, than a minimum of two openings are req area of at least one square inch for ever}• square foot of area enclosed with the bottom of the openings no e than one foot above grade. Alternatively. certification may be provided by a registered professional neer or architect that the design gill allow equalization of hydrostatic flood forces on exterior was. ding must be designed and anchored to prevent floatation, collapse or lateral movement Construction ga requirements must be shown on the building plans•ui ment and other ser��ce facilities shall be tric, heating, ventilation, plumbing and air conditioning eq pgned and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. CELLANTOUS ITEMS: Stairvmy details— landings, rise and run head clearance. handrails (Uniform Building Code section 1003). Guardrails (Uniform Building Code section 509). Bride or stone veneer (Uniform Building Code section 1403). Exterior plaster— weep screeds (Uniform Building Code section 2506.5). - Roof pitch for roof covering (Uniform Building Code Table 15-B-1 & 2,15-D-1 & 2). Foam insulation —protection. 36" halls and stairways (Uniform Building Code section lOQ4.3.3.2). 71%v 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). . Attic access and ventilation (Uniform Building Code section 1505). ound requirements. . Energy design compliance and supporting documentation. F responsible area requirements. UILDING PERMIT REQU ENTENTS: 1. ❑ SRA. 2. ❑ Flood elevation cenificate. 3. ❑ Fin Sprinklers required. 4. ❑ Special Inspection requirements. S. ❑ Use Permit conditions. 6. ❑ Sub-Standard Housing lener. P2ce = '-f = Job number >> 02-015 ti DATE. 3/29/02 Structural Calculations for Gordon Residence Durham, Ca. , i Gary Hawkins Architect .1370 Ridgewood Dr, Ste 10, Chico, Ca. 95973.` (53.0) 892-22.00 (530) 893-0532 Fax 0 ARHA G',y/ J L, gam COUMY WILDING DEPARTMEMI 6 J LAJ/NG /JEn7- 4fo.,=Ir ;Y CALCDATA 11/13/97 ------------ ----------------------------------------------------------- Rev 4-20-94 Calculation data. ------------------------------------------------------------------------ Description >> ------------------------------------------------------------------------ Jurisdiction Butte County Code referenced 1997 UBC Wind loading Basic wind speed 75 MPH Exposure B Seismic loading Seismic zone 3 Gravity loading Roof live load 16 - PSF Floor live load 40 PSF Balcony live load: n/a PSF Soil data Allowable bearing: 1200 PSF` 17 LOAD—S 2:34 PM ------------------------------------------------------------------------ REV 8-13-92 LOAD SUMMARY MODULE• 4/ 1/02 ------------------------------------------------------------------------ DESCRIPTION ------------------------------------------------------------------- --- ASSEMBLY >roof 1 SLOPE > 7.50IN 12 > 32.01 DEGREES NO. DESCRIPTION 12 COMP SHINGLES 22 1/2" PLYWOOD 39 2 X 6 - 24" 64 MISC. UNIT WT. PITCH? ADJ. WT. 3'. 00 3.00 1.50 1.50, 1.10 1.10 2.0`0 2-.00 0 ------ -------------------- DL ------------ 7.60 ----------------------------------- USE:. 8.00 PSF LL 16.00 PSF ------------------------------------------- TL ---------------------------- 24.00 PSF ASSEMBLY >FLOOR 1 ` SLOPE > IN 12 > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 77 CARPET/PAD 1.00 1.00 24 3/4" PLYWOOD 2.30 2.30 50 2 X 12 - 16" 3.30 3.30 58 INSULATION R19 1.10 1.10 64 MISC. 2.00 2.00 83 1/2" GYPSUM BD 2.50 2.50 DL 12.20 _USE: 13.00 PSF LL 40.00 PSF ------------------------------------------------------------------------ TL 53.00 PSF 3� LOADS 2:35 PM REV 8-13-92 LOAD SUMMARY MODULE 4/ 1/02 ----=----------------------------------------------------------------- DESCRIPTION >> ASSEMBLY >ROOF 2 SLOPE > 7.50IN 12 > 32.01 DEGREES NO.. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 12 COMP SHINGLES 3.00 3.00 22 1/2" PLYWOOD 1'.50 1.50 . 39 2 X 6 - 24" 1.10 1.10 38 2 X 6 - 16" 1.70 1.70 60 INSULATION R38 2.20 2.20 64 MISC. 2.00 2.00 84 5/8" GYPSUM BD 2.80 2.80 -------------------------------------------------------------------------- DL 14.30 USE: 15.00 PSF LL' 16.00 PSF �' ------------------------------------------------------------------------ TL 31.00 PSF ASSEMBLY >FLOOR -2 SLOPE > IN 12 > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. ' 77 CARPET/PAD 1.00 1.00 24 3/4" PLYWOOD 2.30 2.30 38 2 X 6 - 16" 1.70 1.70 58 INSULATION R19 1.10 1.10 64 MISC. .2.00 .2.00 --------------------------------------------- DL 8.10 -------------------------=--- USE: 9.00 PSF LL 40.00 -PSF TL 49.00 PSF- . � I LOAD -S 2:36 PM ----------------------------------------------------------------------- REV 8-13-92 LOAD SUMMARY'MODULE 4/ 1/02 DESCRIPTION >> ASSEMBLY >WALL SLOPE > IN 12 > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT.' 81 WOOD SIDING 3.00 3.00 . 21 3/8" PLYWOOD 1.10 1.10 34 2 X 4 - 16" 1.10 1.10 57 INSULATION R13 .70 .70 64 MISC. 2.00 2.00 83 1/2" GYPSUM BD 2.50 2.50 DL 10.40 USE: 11.00 PSF LL ;" PSF ----------------------------------------------------- TL 11.00 ------------------ PSF ASSEMBLY > SLOPE > IN 12 > DEGREES N0. DESCRIPTION UNIT WT. PITCH? ADJ.-WT. ------------------------------------------------------------------- DL USE: PSF - LL I MAXSPAN2 2:40 PM ------------------------------------------------------------------------ Rev 9-28-93 Wood joists - span capacity 4/ 1/02 Description >>FLOOR JOIST ------------LOADING DATA ----------- ------------GENERAL DATA ------------ Dead load > .009 ksf Load duration factor > 1.000 Live load > .040 ksf Joist spacing > 16.000 inches Total load > .049 ksf Repetitive (Y/N)?> Y Tributary load > .065 klf ----------------------------------- Concentrated load> .000 kips Eq uniform load > .000 klf ---------------------------SECTION PROPERTIES --------------------------- Member thickness > 1.500 inches Member width > 5.500 inches Section modulus > 7.563 in -3 Area > 8.250 in^2 Moment of inertia > 20.797 in -4 --------------------------LUMBER DESIGN VALUES --------------------------- Base values Species Grade Fb Ft Fv Fc -L Fc -U E DFL NO2 875 575 95 625 1300 1600000 Size factor Cf > 1.300 (APPLY TO Fb) Size factor Cf > 1.300 (APPLY TO Ft) Size factor Cf > 1.100 (APPLY TO Fc1) Repetitive member factor Cr > 1.150 Adjusted values Species Grade Fb Ft Fv Fc1 Fc -u E DFL NO2 . 1308 748 95 625 1430 1600000 -----------------------------MAXIMUM SPANS ---------------------- -------- Max. span as limited by: Bending > 10.047 feet Shear > 15.995 feet Total load deflection (L/240) > 10.421 feet 6TL > .521 inches Live load deflection (L/360) > 9.738 feet. 6LL > .324 inches -------------------------CONCENTRATED LOAD CHECK ------------------------ Check uniform DL additive with concentrated load? > Y Max span as limited by concentrated loading.> .000 feet Check stresses due to concentrated loading.... V uniform DL > .000 kips V concentrated load > .000 kips V cap of joist > .523 kips <ok> % of allowable > .000 M uniform DL > .000 ft -kips M max with load at midspan > .000 ft -kips M.cap of joist > .824 ft -kips <ok> % of allowable > .000 ---Deflection--- Uniform DL deflection > .000 inches Concentrated load deflection > .000 inches Total load deflection > .000 in. L/ 0 7 MAXSPAN2 2:39 PM --------------------------------------------------------------------- --- Rev 9-28-93 wood joists - span -capacity 4/ 1/02 Description >>FLOOR JOIST ------------LOADING DATA ----------- ------------GENERAL DATA ------------ Dead load > .013 ksf Load duration factor > 1.000 Live load > .040 ksf Joist spacing > 16.000 inches Total load > .053 ksf Repetitive (Y/N)?> Y Tributary load > .071 klf ---------------------------------- Concentrated load> .000 kips Eq uniform load > .000 klf ---------------------------SECTION PROPERTIES --------------------------- Member thickness > 1.500 inches Member width > 11.250 inches Section modulus > 31.641 in"3 Area > 16.875 in -2 Moment of inertia > 177.979 in -4 --------------------------LUMBER DESIGN VALUES --------------------------- Base values Species Grade Fb Ft Fv Fcl FcJ E DFL NO2 875 575 95 625 1300 1600000 Size factor Cf > 1.000 (APPLY TO Fb) Size factor Cf > 1.000 (APPLY TO Ft) Size factor Cf > 1.000 (APPLY TO Fcl) Repetitive member factor. Cr > 1.150 Adjusted values Species Grade Fb Ft Fv Fc1 Fc -u E DFL NO2 1006 575 95 625 1300 1600000 ------------------------------MAXIMUM SPANS ------------------- 7 ---------- Max. span as limited by: Bending > 17.331 feet Shear > 30.248 feet Total load deflection (L/240) > 20.766 feet STL > 1.038 inches Live load deflection (L/360) > 19.918 feet 6LL > .663 inches -------------------------CONCENTRATED LOAD CHECK ---------------------- Check uniform DL additive with concentrated load? > Y Max span as limited by concentrated loading > .000 feet Check stresses due to concentrated loading.... V uniform DL > .000 kips V concentrated load > .000 kips V cap of joist > 1.069 kips <ok> of allowable > .000 M uniform DL > .000 ft -kips M max with load at midspan .> .000 ft -kips M cap of joist CM 1*1 — � M a L!11LJ wu:w i. = = U1 (n C7 O O O Ln O o N N cr C C C GM- r. � of It -I 9 MAXSPAN2 2:41 PM ------------------------------------------------------------------------ Rev 9-28-93 wood joists - span capacity 4/ 1/02 Description >>TYPICAL RAFTER ------------LOADING DATA ----------- ------------GENERAL DATA------------ Dead load > .008 ksf Load duration factor - > 1.250 Live load > .016 ksf Joist spacing > -16.000 inches Total load > .024 ksf Repetitive (Y/N)?> Y Tributary load > .032 klf ----------------------------------- ',Concentrated load> .000 kips Eq uniform load > .000 klf =--------------------------SECTION PROPERTIES --------------------------- member thickness > 1.500 inches Member width > 5.500 inches Section modulus > 7.563 in"3 Area > 8.250 in"2 Moment of inertia > 20.797 in"4 --------------------------LUMBER DESIGN VALUES -.-------------------------- Base values Species Grade Fb Ft Fv Fc1- FcJ E DFL NO2 875 575 95 625 1300 1600000 Size factor Cf > 1.300 (APPLY TO-Fb) Size factor Cf > 1.300 (APPLY TO Ft) Size factor Cf > 1.100 (APPLY TO FciL) Repetitive member factor Cr > 1.150 Adjusted values Species Grade Fb Ft Fv FaL FcJ E DFL NO2 1635 748 119 625 1430 1600000 -----------------------------MAXIMUM SPANS ------------------------------ Max. span as limited by: Bending > 16.051 feet Shear > 40.820 feet Total load deflection (L/240) > 13.221 feet 6TL 0 > .661 inches Live load deflection (L/360) > 13.216 feet 6LL > .440 inches- ---------- 7 ------------ nches------------------------ CONCENTRATED LOAD CHECK -= -----=--- - ------------ Check uniform DL additive with concentrated load? > Y Max span as limited by concentrated loading > .000 feet Check stresses due to concentrated loading.... V uniform DL > .000 kips V concentrated load > .000 kips V cap of joist > .653 kips <ok> t of allowable > .000 M uniform DL > .000 ft -kips M max with load at midspan > .000 ft -kips M cap of joist MAXSPAN2 2:41 PM ----------------------------------------------------------------=------- Rev 9-28-93 Wood joists - span capacity 4/ 1./02 Description >>TYPICAL RAFTER » ------------LOADING DATA----------- ----- ------GENERAL DATA----------- Dead load > .008 ksf Load duration factor > 1.250 Live load > .016 ksf Joist spacing > 24.000 inches Total load > .024 ksf Repetitive (Y/N)?> Y Tributary load > .048 klf ------------------------ - ---------- Concentrated load> .000 kips Eq uniform load > .000 klf ---------------------------SECTION PROPERTIES ------------------------- Member thickness > 1.500 inches Member width > 5.500 inches Section modulus > 7.563 in"3 Area > 8.250 in"2 Moment of inertia > 20.797 in"4 --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fc1 FcJJ E DFL NO2 875 575 95 625 1300 1600000 Size factor Cf > 1.300 (APPLY TO Fb), Size factor Cf > 1.300 (APPLY TO Ft) Size factor Cf > 1.100 .(APPLY TO Fcu) Repetitive member factor Cr > 1.150 Adjusted values Species Grade Fb Ft Fv Fc -L FcJ) E DFL NO2 1635 748 119 625 1430 1600000 ------------- - --------------=MAXIMUM SPANS ------------------------------ Max. span as limited by: Bending > 13.105 feet Shear > 27.214 feet Total load deflection .(L/240) > 11.549 feet 6TL > .577 inches Live load deflection (L/360)- > 11.545 feet SLL > .384 inches -------------------------CONCENTRATED LOAD CHECK ------------------------ Check uniform DL additive with concentrated load? > Y Max span as limited by concentrated loading > .000 feet Check stresses due to concentrated loading.... V uniform DL > .000 kips V concentrated load > .000 kips V cap of joist > .653 kips <ok> % of allowable ..> .000 M uniform DL > .000 ft -kips M max with load at midspan > .000 ft -kips M cap of joist > MAXSPAN2 2:41 PM ------------------------------------------------------------------------ Rev 9-28-93 Wood joists - span capacity. 4/ 1/02 ------------------------------------------------------------------------ Description >>TYPICAL RAFTER ------------LOADING DATA ----------- I ------------ GENERAL DATA------------ MAXSPAN2 E 2:45 PM ------------------------------------------------------------------------ Rev 9=28-93 Wood joists - span capacity 4/ 1/02 Description >>TYPICAL RAFTER ------------LOADING DATA--------- -- ------------ GENERAL DATA ------------ Dead load > .008 ksf Load duration factor > 1.250 Live load > .016 ksf Joist spacing > 24.000 inches. Total load > ..024 ksf Repetitive (Y/N)?> Y Tributary load > .048 klf ----------------------------------- Concentrated load> .000 kips Eq uniform load > .000 klf --------------------------- SECTION PROPERTIES --------- ------------------ Member thickness > 1.500 inches Member width > 7.250 inches Section modulus > 13.141 in -3 Area > 10.875 in -2 Moment of inertia > 47.635 in -4 --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fc -L FcJ1 E DFL NO2 875 575. 95 625 1300 1600000 Size factor Cf > 1.200 (APPLY TO Fb) Size factor Cf > 1.200 .(APPLY TO Ft) Size factor Cf > 1.050 (APPLY TO Fc1) Repetitive member factor Cr" > 1.150 Adjusted values Species, Grade Fb Ft Fv Fc1 FcJJ E DFL NO2 1509. 690 119 625 1365 1600000 --------------------- - ----=--MAXIMUM SPANS ------------------------ max. span as limited by: Bending > 16.597 feet Shear •> 35.872 feet Total load deflection (L/240) > 15.224 feet 6TL > .761 inches Live load deflection (L/360) > 15.219 feet SLL > .507 inches -------------------------CONCENTRATED LOAD CHECK --- - ---------------=---- Check uniform DL additive with concentrated load? > Y Max span as limited by concentrated loading > .000 feet Check stresses due to concentrated loading.... V uniform DL > .000 kips V concentrated load > .000 kips V cap of joist > .861 kips <ok> % of allowable > .000 M uniform DL > .000 ft -kips M max with load at midspan > .000 ft -kips M cap of joist 22-141 50 SHEETS AM�AD 22-142 100 SHEETS 22-144 200 SHEETS b� 22-141 50 SHEETS AM�AD 22-142 100 SHEETS 22-144 200 SHEETS i lit NN lJ Iti SSBM_6 8:48 PM ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 4/ 9/02 Description >> rb-1 ---------------------------------GENERAL-----------=-------=------------ Span (L) > 8.500 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (Y/N) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 34.680 -------------------------------- ACTIONS ------------------------ -.-------- Uniform dead load > .162 kips/ft 55 It TL Uniform live load > .132 kips/ft 45 o TL Uniform total load > .294 kips/ft End reactions ........................... DL > .689 kips LL > .561 kips TL > 1.250 kips Design loads.......... ................... Total load moment (M) > 2.655 ft -kips Total load shear (V) > 1.250 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values ..Species Grade Fb Ft Fv Fc1 FcJJ E DFL NO2 875 575 95 625 1300 1600000 Size factor Cf > 1.000 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fc1 Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.000 Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fc1 Fc -u E DFL NO2 875 575 95 625 1300 1600000 -------=------------------------BEAM DATA ------------------------------- Member width > 3.000 inches Member depth > 11.250 inches Required Actual Comment S (in"3) > 36.414 63.281 <ok> A (in"2) > 15.377 33.750 <ok> I (in -4) > 355.957 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .061 inches L/ 1682 <OK> Live load deflection > .027 inches L/ 3747 <OK> Dead load deflection > .033 inches Minimum camber (glu-lams) > .050 inches .<1.5*DL deflection> Standard 20001R camber > .054 inches --------------------------CHECK MIN. BRG. AREA -------------=------------ Minimum area > 1.999 in"2 Minimum length > .666 inches Assuming full width bearing 22-141 50 SHEETS ' AMPAD 22-142 100 SHEETS 22-144 200 SHEETS tj N J C3 a tj - s � .n Ar Th - Z, _ • v J+ ro N W 22-141 50 SHEETS 22-142 100 SHEETS nvivno 22-144 200 SHEETS t N Qp N � M ' y 1t . �t �► ��, 1' . • ll 22-141 50 SHEETS 22-142 100 SHEETS nvivno 22-144 200 SHEETS t 1 ols M q y 1t . �t �► ��, 1' . Gb N o N N _ G _ t 1 ols N _ G _ ell m �n 22-141 50 SHEETS AMPAD 22-142 100 SHEETS . 22-144 200 SHEETS 3 Q` T - . N. SSBM 6 ILI 10:51 PM -----------------------7------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM,- UNIFORM LOAD' 4/ 9/02 Description >> RB -4 -------------,--------------------GENERAL-------------------------------- Span (L) > 15.000 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (YIN) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 22.210 --------------------------------ACTIONS--------------------------------- Uniform dead load > .175 kips/ft 48 o TL Uniform live load > .187 kips/ft 52 a TL Uniform total load > .362 kips/ft End reactions ........ .................. DL > 1.313 kips LL > 1.403 kips TL > 2.715 kips Design loads ............................ Total load moment (M) > 10.181 ft -kips Total load shear (V) > 2.715 kips --------------------------LUMBER DESIGN VALUES -------------------------- 'Base values Species Grade Fb Ft Fv Fc1 Fc1J E DFGL 24F -V4 2400 1150. 165 650 1650 1800000 Size factor Cf > 1.000 Apply to Fb Size factor Cf .> 1.000. Apply to Ft Size factor Cf > 1.000 Apply to Fcl Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.000 « Adjustment for lateral support, > 1.000 Adjusted values Species Grade Fb Ft FV Fcl FcJ E DFGL 24F -V4. 2400 1150 165 650 1650 1800000 --------------------------------BEAM DATA ------------------------------- Member width > 5.125 inches Member depth > 12.000 inches Required Actual Comment S (in^3). > 50.906 123.000 <ok> A (in"2) > 21.391 61.500 <ok> I (in"4) > 738.000 -------------------------------DEFLECTIONS------------------------------- Total load deflection > .310 inches L/ 580 <OK> Live load deflection .> .160 inches L/ 1123 <OK> Dead load deflection' > .150 inches Minimum camber (glu-lams) > .225 inches <1.5*DL deflection> . Standard 2000'R camber > .169 inches --------------------------CHECK MIN. BRG. AREA -------------------------- Minimum area > 4.177 in"2 Minimum length > .815 inches Assuming full width bearing 22-141 50 SHEETS Lt'M IPI40' 22-144 200 SHEETS 16 -Z .SSBM_6 2:57 PM ----------------------------------------=------------------------------- Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 6/27/02 Description >> rb-5 ---------------------------------GENERAL---------------------- Span (L) > 7.000 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (Y/N) > Y lu > .000 .feet le > .000 feet Slenderness'factor Cs > .000 Ck > 34.680 --------------------------------ACTIONS--------------------------------- Uniform dead load > .175 kips/ft 48 % TL Uniform live load > .187 kips/ft 52 % TL Uniform total load > .362 kips/ft End reactions ........................ DL > .613' kips LL > .655 kips TL > 1.267 kips Design loads ............................ Total load moment (M) > 2.217 ft -kips Total load shear (V) > 1.267 kips --------------------- ----- LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv FC -L Fc -u E DFL NO2 875 575 95 625 1300 1600000 Size factor Cf > 1.100 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fcl Repetitive member factor Cr > 1.000 - Load duration factor Cd > 1.000 - Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fc -i- FC -U E DFL INO2 963 575 95 625 1300 1600000 --------------------------------BEAM.DATA------------.------------------- Member width > 3.500 inches Member depth > 11.250 inches Required Actual Comment S (in -3) > 27.644 73.828 <ok> A (in"2) > 14.647 39.375 <ok> I (in^4) > 415.283 ------------------------------DEFLECTIONS-----------------=------------- Total load deflection > .029 inches L/ 2854 .<OK> Live load deflection > .015 inches L/ 5525 <OK> Dead load deflection > .014 inches Minimum camber (glu-lams) > .021 inches <1.5*DL deflection> Standard 20001R camber > .037 inches --------------------------CHECK MIN. BRG. AREA -------------------------- Minimum area > 2.027 in -2 Minimum length > .579 inches Assuming full width bearing 22-141 50 SHEETS 22-142 100 SHEETS gMano 22-144 200 SHEETS n z 1' SSBM_6 1:37 PM ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD .4/23/02 Description >> RB -6 ---------------------------------GENERAL-------------------------------- Span (L) > 12.000 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (Y -/N) > Y lu> .000 feet le > .000 feet . Slenderness factor Cs > .000 Ck > 22.210 --------------------------------ACTIONS--------------------------------- Uniform dead load > .175 kips/ft. 48 It TL Uniform live load > .187 kips/ft 52 % TL Uniform total load > .362 kips/ft End reactions .................... ...... DL > 1.050 kips LL > 1.122 kips TL > 2.172 kips - Design loads ............................ Total load moment (M) > 6.516 ft -kips Total load shear (V) > 2.172 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft FV FcJ- Fc• J E DFGL 24F -V4 2400 1150 165 650 1650 1800000 Size factor Cf > 1.000 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fcl Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.000 << Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft FV Fc -L Fc•u E DFGL 24F -V4 2400 1150 165 650 1650 .1800000 --------------------------------BEAM DATA---------7---------------------- Member width > 3.125 inches Member depth > 12.000 inches Required Actual Comment S (in -3) > 32.580 75.000 <ok> A (in -2) > 16.455 37.500 <ok> I (in^4) > 450.000 ------------------------------ DEFLECTIONS ---------------------- --------- Total load deflection > .209 inches L/ 691 <OK> Live load deflection > .108 inches L/ 1337 <OK> Dead load deflection > .101 inches Minimum camber (glu-lams) > .151 inches <1.5*DL deflection> Standard 20001R camber > .108 inches --------------------------CHECK MIN. BRG. AREA -------------------------- Minimum area > 3.342 in"2 Minimum length > 1.069 inches Assuming full width bearing SSBM_6 15 10:20 PM Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 4/ 9/02 Description >>. RB -6 ---------------------------------- GENERAL ------.-------------------------- Span (L) > 12.000 feet Repetetive ? > N " Reduce shear for bm depth > Y Laterally supported (Y/N) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 22.210 --------------------- *----------- ACTIONS --------------------------------- Uniform dead load > .175 kips/ft 48 % TL Uniform live load > .187 kips/ft 52 % TL Uniform total load > .362 kips/ft End reactions ............................ DL > 1.050 kips LL > 1.122 -kips TL > 2.172 kips Design loads............. ............... Total load moment (M) > 6.516 ft -kips Total load shear (V) > 2.172 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fc1 Fc -u E DFGL 24F -V4 2400 1150 165 650 1650 1800000 Size factor Cf > 1.000 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 .Apply to Fci Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.000 Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fcl FcI E DFGL 24F -V4 2400 1150 165 650 1650, 1800000 -------=------------------------BEAM DATA --- =--------------------------- Member width > 5.125 inches Member depth > 10.500 inches Required Actual Comment S (in"3) > 32.580 94.172 <ok> A (in -2) > 16.866 53.813 <ok> I (in^4) > 49.4.402 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .190 inches L/ 759 <OK> Live load deflection > .098 inches L/ 1469 <OK> Dead load deflection > .092 inches Minimum camber (glu-lams) > .138 inches <1.5*DL deflection> Standard 2000'R camber > .108 inches --------------------------CHECK MIN. BRG. AREA -------------------------- Minimum area > 3.342 in -2 Minimum length > .652 inches Assuming full width bearing 22-141 50 SHEETS AMPAO 22-142 100 SHEETS' 22-144 200 SHEETS � C� d3 e 03 C SSBM_6 M 10:40 PM ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 4/ 9/02 Description >> FB -1 ---------------------------------GENERAL-------------------------------- Span (L) I> 15.000 feet Repetetive ? > N Reduce shear for bm depth > Y. Laterally supported (Y/N) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 22.210 --------------------------------ACTIONS--------------------------------- Uniform dead load > .153 kips/ft 25 o TL . Uniform live load > .470 kips/ft 75 Is TL Uniform total load > .623 kips/ft End reactions ........................... DL > 1.148 kips LL > 3.525 kips TL > 4.673 kips Design loads ............................. Total load moment (M) > 17.522 ft -kips Total load shear.(V) > 4.673 kips --------------------------LUMBER DESIGN VALUES --------------------------- Base values Species Grade Fb Ft Fv Fcl Fc -u E .DFGL 24F -V4 2400 1150 165 650 1650 1800000 Size factor Cf > 1.000 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply -to Fcl Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.000 Adjustment for lateral support > 1.000. Adjusted values Species Grade - Fb Ft Fv Fc1 Fc -H E DFGL 24F -V4 2400 1150 165 650 1650. 1800000 --------------------------------BEAM DATA ------------------------------- Member width > 5.125 inches Member depth > 12.000 inches Required Actual Comment S (in"3) > 87.609 123:000 <ok> A (in"2) > 36.814 61.500 <ok> I (in"4) > 738.000 ------------------------------DEFLECTIONS--------------,----------------- Total load deflection > .534 inches L/ 337 <OK> Live load deflection > .403 inches L/ 447 <OK> Dead load deflection > .131 inches Minimum camber (glu-lams) > .197 inches <1.5*DL deflection> Standard 20001R camber > .169 inches --------------------------CHECK`'MIN. BRG. AREA -------------------------- minimum area > 7.188 in -2 Minimum length > 1.403 inches Assuming full width bearing • 2� PT FTG2' 10:45 PM ----------------- Rev 9-30-93 Point footing 4/ 9/02 Description >>F-1 ----- -----.-Load data ------=------ --------'------Soil data - ------------ P > 3:523 kips Soil brg capacity> 1.200 ksf Uniform load > .000 kips/ft Live load s > 58.000 --------------Concrete-----------------------Reinforcing steel --------- FIc > 2.500 ksi Fy > 40.000 ksi m > 18.824 r > .900 ---------=-------------------- Footing data ------------------------------ Footing size > 2.000 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > .600 kips Total P axial > 4.123 kips Total bearing pressure > 1.031 ksf <ok> Net bearing pressure > .881 ksf .Factored bearing pressure > 1.386 ksf (1.7*LL+1.4*DL) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 1.848 kips Vn=Vc=2(F'c)^.5*bw*d > 19.200 kips q6 Vn > 17.280.kips Diagonal tension - factored loads- two way action <ok> Vu=(P net)*(effective area) > 4.929 kips Vn=Vc=4(F'c)".5*bo*d > 51.200 kips q5 Vn > 46.080 kips -------------------------Footing reinforcement --------------- 7---------- Mu=(P net)*bl"2/2 > .693 ft-kips/ft Required Rn=(Mu/O)bd"2 > 12.034 psi Required p (bending moment) > .0003 Required As (bending moment) > .029 in"2/ft = .058 in".2 Min. required p UBC 2610(f) > .0004 330-o increase applied Min. required As UBC 2610(f) > .039 in^2./ft = .077 in -2 Minimum reinforcement as governed by: ---Minimum reinforcement-- - No. 4 bars e.w. 1. No. 5 bars e.w. 1 No. 6 bars e.w. 1 No. 7 bars e.w. PT FTG2 10:47 PM -------------------------------- ------------------------------------------ Rev 9-30-93 Point footing 4/ 9/02 Description >>F-2 » -------------Load data ------------- --------------Soil data ------------- P > 6.842 kips Soil brg capacity> 1.200 ksf Uniform load > .000 kips/ft Live load o I > 58.000 --------------Concrete-----------------------Reinforcing steel --------- FIc > 2.500 ksi Fy > 40.000 ksi m > 18.824 > .900 --------- - -------------------- Footing data ------------------------- Footing size > 2.670 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > 1.069 kips Total P axial > 7.911 kips Total. bearing pressure > 1.110 ksf <ok> Net bearing pressure > .960 ksf Factored bearing pressure > 1.511 ksf.- (1.7*LL+1.4*DL) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way.action <ok> Vu= (P net) * (effective area) > 4.040 kips Vn=Vc=2(F'c)^.5*bw*d > 25.632 -kips q5 Vn > 23.069'kips Diagonal tension - factored loads - two way action <ok> Vu= (P net) * (effective area) > 10.09.8 kips Vn=Vc=4(F'c)".5*bo*d > 51.200,kips q5 Vn > 46.080 kips -------------------------Footing reinforcement-------------------------- Mu=(P net)*bl"2/2 > 1.346 ft-kips/ft Required Rn=(Mu/o)bd"2 > 23.371 psi Required p (bending moment) > .0006 Required As (bending moment) > - .056 in-2/ft = .151 in -2 Min, required p UBC 2610(f) > .0008 33% increase applied Min. required As UBC 2610(f) > .075 in"2/ft = .200 in -2 Minimum reinforcement as governed by: ---Minimum reinforcement -- 1 No. 4 bars e.w. 1 No. 5 bars e.w. 1 No. 6 bars e.w. 1 No. 7 bars e.w. 4 PT_FTG2 10:53 PM ------------------------------------------------------------------------ Rev 9-30-93 Point -footing. 4/ 9/02 ------------------------------------------------------------------------ Description >>F -3 -------------Load data ------------- --------------Soil data ------------- P > 3.439 kips Soil brg capacity> 1.200 ksf Uniform load > '.000 kips/ft Live load % > 58.000 --------------Concrete------------- ----------Reinforcing steel --------- FIc > 2.500' ksi Fy > 40.000 ksi m > 18.824 ¢ > .900 ------------------------------Footing data ------------------------------ Footing size > 2.000 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > .600 kips Total P axial > 4.039 kips Total bearing pressure > 1.010 ksf. <ok> Net bearing pressure > .860 ksf Factored bearing pressure > 1.353 ksf (1.7*LL+1.4*DL) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored.loads - one way action <ok> Vu=(P net)*(effective area) > 1.804 kips Vn=Vc=2(F'c)".5*bw*d > 19.200 kips (P Vn > 17.280 kips Diagonal tension - factored loads - two way action <ok> Vu=(P net)*(effective area) > 4.812 kips Vn=Vc=4(Flc)".5*bo*d > 51.200 kips 0 Vn > 46.080 kips -------------------------Footing reinforcement -------------------------- Mu=(P net)*bl"2/2 > ..677 ft-kips/ft Required Rn=(Mu/o)bd"2 > 11.747.psi Required p (bending moment) > .0003 Required As (bending moment) > .028 in-2/ft = .057 in"2 Min, required p UBC 2610(f) > .0004 330-. increase applied Min. required As UBC 2610(f) > .038 in-2/ft = .075 in -2 Minimum reinforcement as governed by: ---Minimum reinforcement -- 1 No. 4 bars e.w. 1 No. 5 bars e.w. 1 No. 6 bars e.w. 1 No. 7 bars e.w. 1,4' PT_FTG2 10:55 PM --------------------------------------------- ; 9-30-93 Point footing 4/ 9/02 Description >>F -4 -------------Load data------------- -------- ------ Soil data ------------- P > 9.014 kips Soil brg capacity> 1.200 ksf Uniform load > .000 kips/ft Live load > 58.000 --------------Concrete------------- ----------- Reinforcing steel--'------- F'c > 2.500 ksi Fy > 40.000 ksi m > 18.824 0 > .900 ---------------------- .--------- Footing data---------7-------------------- Footing size > 3.000 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > 1.350 kips Total P axial > 10.364 kips Total bearing pressure > 1.152 ksf <ok> Net bearing pressure > 1.002 ksf Factored bearing pressure > 1.576 ksf (1.7*LL+1.4*DL) -------=--------------------Footing stresses ----------- ----------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 5.518 kips Vn=Vc=2(F'c)-.5*bw*d > 28.800 kips 0 Vn > 25.920 kips Diagonal tension- factored loads - two way action <ok> Vu=(P net)*(effective area) Vn=Vc=4(Flc)".5*bo*d 0 Vn ---------------=------- Footing Mu=(P.net)*bl"2/2 Required Rn=(Mu/O)bd-2 Required p (bending moment) Required As (bending moment) Min. required p UBC 2610(f) Min. required As UBC 2610(f) > 13.487 kips > 51.200 kips > 46.080 kips reinforcement -------------------------- > 1.774' ft-kips/ft > 30.790 psi > .0008 > .074 in-2/ft = .223 in -2 > .0010 33% increase applied > .099 in^2/ft = .297 in"'2 Minimum reinforcement as governed by: ---Minimum reinforcement -- 2 No. 4 bars e.w. 1 No. 5 bars e.w. 1 No. 6 bars e.w. 1 No 7 bars e.w. Ze7 PT FTG2 10:58 PM ------------------------------------------------------------------- Rev 9-30-93 Point footing 4/ 9/02 ------------------------------------------------------------------------ Description >>F-5 -------------Load data -------------- P > 5.873 kips Uniform load > .000 kips/ft Live load o > 58.000 --------------Concrete------------- --------------Soil data ------------- Soil brg capacity> 1.200 ksf ----------Reinforcing steel --------- FIc > 2.500 ksi Fy > 40.000 ksi m > 18.824 0 > .900 ----------------- - --- --------- Footing data ---------------- ------------- Footing size > 2.500 feet Footing thickness (t), > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > .938 kips Total P axial > 6.811 kips Total bearing pressure > 1.090 ksf <ok> Net bearing pressure > .940 ksf Factored bearing pressure > 1.479 ksf (1.7*LL+1.4*DL) ---------------------=------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 3.390 kips Vn=Vc=2(F'c)".5*bw*d > 24.000 kips Vn > 21.600 kips Diagonal tension - factored loads - two way action <ok> Vu=(P net)*(effective area) > 8.587 kips Vn=Vc=4(Flc)".5*bo*d >' 51.200 kips 0 Vn > 46.080 kips -------------------------Footing reinforcement -------------------------- Mu=(P net)*bl"2/2 > 1.156 ft-kips/ft Required Rn=(Mu/O)bd"2 > 20.061 psi Required p (bending moment) > .0005 Required As (bending moment) > .048 in-2/ft = .12'1 in -2 Min. required p UBC 2610(f) > .0007 33% increase applied Min. required As UBC 2610(f) > .064 in^2/ft = .161 in"2 Minimum reinforcement as governed.by: ---Minimum reinforcement - 1 No. 4 bars e.w. 1 No. 5 bars e.w. 1 No. 6 bars e.w. 1 No. 7 bars e.w. s M File >SHEARW 2:34 PM 3/29/02 ----------------------------------.-------------------------------------- REV. 6-17-99 Shearwall schedule Description >> Common nails ------------------------------------------------------------------------- >> (Box nails) Mark Description HF DF 1. 3/8" cdx plywood with 8d nails .213 .260 at 611, 1211 o.c. (.173) (.211) 2 3/8" cdx plywood with 8d nails .312 .380 at 411, 1211 o.c. _ (.-253) (:308.) 3 3/8" cdx plywood with 8d nails ...402 .490 - at 311, 1211 o.c. (.32.6) (.397) 4 1/2" cdx plywood with 10d nails .254 .310 at 6" 12" o.c. (.206). (.251) 5 1/2" cdx plywood with 10d nails .377 .460 at 411, 1211 o.c. (.305) (.373) 6 1/2" cdx plywood with.10d nails .492 .600 at 3", 1211 o.c.. (.399). (.486) 7 1/2" gyp bd with 5d nails. wind .082 .100 at 711 o.c. edge & field Unblocked seismic .041 .050 8 5/8" gyp bd.with 6d nails wind .094 .115 at 711 o.c. edge & field Unblocked seismic .047 .058. 9 7/8" cement plaster over expanded metal .148 .180 or woven wire lath with no. 16.gage staples, (7/8" leg) at 6" o.c. 10 3/8" plywood siding with 8d nails .131 ..160 at 611, 1211 o.c. 11 Simplex "Thermo -Ply structural (red) � l .144 .175 sheathing (0.115 inch thickness) with no. 16 gage staples (7/16" crown. 1-1/4" legs) V File >LATDATA3 Rev 8-8-95 Wind pressures on structures Description >> Exposure Importance factor Basic wind speed Roof pitch * * * P R I M A R Y Assembly description > B . > - 1.00 > 75.00 mph > 7.50 in 12 F R A M E S A N D Ht. 'Ce Cq W A L L S Windward walls .80 Leeward walls .50. Total wall R 0 0 F Wind perpendicular to ridge Leeward or flat roof Windward roof Slope 2:12 to less than 9:12 Slope 2:12 to less than 9:12 Roof total Wind parallel to ridge and flat roofs * * * E L E M -,E N T S A N D W A L L All structures Enclosed structures Open structures ' Parapets R 0 0 F Enclosed structures Slope less than 9:12 Open structures Slope less than 9:12 S7 qs > 14.50. psf . 0 _ > 32.01 degrees S Y S T E M S Direction <0'-151> <20'> <251> .62 , .67 .72 .0072 .0078-- .0045 .0049 .0117 .0126 .70 .0063 .0068 .90 .0081 .0087 .30 .0027 .0027 S C O N T .0090 .0095 .70 .0063 .0068 C O M P O N E N T S .0252 1.20 .0108 .0117 1.20 .0108 .0117 1.60 .0144` .0155 1.30 .0117 .0.126 * * * L 0 C A L A R E A S A T Wall corners Canopies or overhangs at eaves or rakes Roof ridges at ends of buildings or eaves and roof edges at building corners Eaves or rakes without overhangs away from building corners and ridges away from ends of building .0084 .0052 .0136. 91141w? .0094 .0031 .0104 .0073 .0125 .0125 .0167 .0136 1.10 .0099 .0107 .0115 1.60 .0144 .0155 .0167 D I S C O N T I N U I T I E S 2.00 .0180 .0194 .0209 2.80 .0252 .0272 .0292 3.00 .0270 2.00 .0180 .0291 1.0313 0194. .0209 Wind pressures on structures > B > 1.00 .70 .0063 .0068 .0073 .0077 .0085 > 75.00 mph qs >. 14.50 psf .0099 .0110 > 7.50 in 12 A > 32.01 degrees .0033 .0037 R Y F R A M E S A N D S Y S T E M S .0104 .0-11 .0122 dge and flat roofs .70 Direction .0068 .0073 .0077 Ht. <0'-151> <201> <251> <301> <401>- n Ce .62 .67 .72 ..76 .84 .0132 Cq 1.20 .0108 .0117 .0125 .0132 .80 .0072 .0078 .0084 ..0088 .0097 .0176 .50 .0045 .0049 .0052 .0055 .0061 .0143 .0158 .0117 .0126 .0136 .0143 .0158 to ridge f .70 .0063 .0068 .0073 .0077 .0085 than 9:12 .90 .0081 .0087 .0094 .0099 .0110 than 9:12 .30. .0027 .0027 .0031 .0033 .0037 .0090 .0095 .0104 .0-11 .0122 dge and flat roofs .70 ..0063 .0068 .0073 .0077 .0085 E N T S A N D C O M P O N E N T S 1.20 .0108 .0117 .0125 .0132 .,0146 1.20 .0108 .0117 .0125 .0132 .0146 1.60 .0144 .0155 .0167 .0176 :0195 1.30 .0117 .0126 .0136 .0143 .0158 2 1.10 .0099 .0107 .0115 .0121 .0134 2 1.60 .0144 .0155 .0167 .0176 .0195 L A R E A S A T D I S C O N T I N U IT I E S 2.00 .0180 .0194 .0209 .0220 .0244 gs at 2.80 .0252 .0272 .0292 .0309 .0341 of buildings dges at building 3.00 .0270 .0291. .0313 .0331 .0365 out overhangs corners and ds of building 2.00 ..0180 .0194. .0209 .0220 .0244 22-141 50 SHEETS 22-142 100 SHEETS AMPAO 22-144 200 SHEETS of -j �- �- — L—J ^ (� �? olls% 1 n O . r 4 Q . r _ y 22-141 50 SHEETS 2.2-142 100 SHEETS AMVAD 22-144 200 SHEETS Or v n r t C I W � JN M Zia i N 1 v► I� N r N 22-141 50 SHEETS 2.2-142 100 SHEETS AMVAD 22-144 200 SHEETS N F v N v n r t C I W � M i N F v N C I 22-141 50 SHEETS i 22-142 100 SHEETS AMPAO 22-144 200 SHEETS ter 17F -e= c-- N Cl c N w K� •r e � . l .H - 22-141 50 SHEETS AMFl1D 22-142 100 SHEETS 22-144 200 SHEETS tA .-D to t� N' O d` v (l r N � Cp A . 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I bZ� IL 0 12to k ti W = 7 to Gi OT 6 DO I, 0 cXo �- a Z 5;`7 - - 4, 0l�G.402j = t(0016 - 1141 STORAGE CONCRETE = 3068 CO I I I I 1 I I 1 I 1 I I GARAGE CONCRETI I I 1 1 1 I I I I I I I :8.0' it L 90 2-2030 SH - SIP DRYER WASHER _______ ------- (VTO'A) a LAUNDRY 2668 "i z D cn ................ ....Y(Ryi.............., 8' 'CLG 2868 FAU IN ATTIC i 2868 SC SELF-CLOSEI .DOWN L 5/8' TYPE 'X' GYPBOARD CONTINUOUS FROM FOUND TO CEILING TYPICAL AT COMMON WALLS 50 GAL GAS-FIRED WH INSTALL PT VALVE W/ DISCHARGED TO OUTSIDE, ANCHOR STRAPS I VTOSA '0=s.a L=8.0' 2-2636 SH x C'4 GAS FIRER ' ""� —� ILENCH ---�---------- r--- --------------------, PAIR , I , FRENCH GREAT RMDINING RM CARPET CARPET t` CARPET VAULT CLG i I1' CLG8' CLG , , , , , , , , , , u �yyo KITCHEN oi x u W � VIN ClG SINK W/ DW DISPOSAL :/L.4.01 2-2636 SH 14'-10' 1'-10' 8'-1' H ' Sip • i CLOS 2868 O , , -� 4-ARPET'... H 'V i 8' CLG n i 2968 4068 CO 5'-l' +36' HANDRAI , 3o6a 1L 9.0 2-29U SH <^> 1,_2. 6068 BI -P Si ------------- J P 37x60' TUB/SH FIBERGLASS o TP ROD 2468 BATH jp 24' TB YL LINEN 8' CLG lir ENTRY WOOD 8' CLG L=8.a CARPE 8' CLG 12-2636 SH COVERED PORCH R HARDI-PLANK SOFFIT --------------------------- DOWN 9'-8" 4'-10' +36' WOOD HANDRAIL I +36' WOOD GUARDRAIL �J II' -10' 9'-8" L=4.a i i i L=4.a XL=4.0' MAR 19 20 Chico, Caffomis q'-8" ' 2868 , , R ------------------------------------= CEILING BREAK{:-----------------------'---------- HALL 5/8' TYPE 'X' GYPBOARD U CARPET AT WkLS AND CEILINGS BELOWf STAIRS o 4068 CO , , , , , , , , , , u �yyo KITCHEN oi x u W � VIN ClG SINK W/ DW DISPOSAL :/L.4.01 2-2636 SH 14'-10' 1'-10' 8'-1' H ' Sip • i CLOS 2868 O , , -� 4-ARPET'... H 'V i 8' CLG n i 2968 4068 CO 5'-l' +36' HANDRAI , 3o6a 1L 9.0 2-29U SH <^> 1,_2. 6068 BI -P Si ------------- J P 37x60' TUB/SH FIBERGLASS o TP ROD 2468 BATH jp 24' TB YL LINEN 8' CLG lir ENTRY WOOD 8' CLG L=8.a CARPE 8' CLG 12-2636 SH COVERED PORCH R HARDI-PLANK SOFFIT --------------------------- DOWN 9'-8" 4'-10' +36' WOOD HANDRAIL I +36' WOOD GUARDRAIL �J II' -10' 9'-8" L=4.a i i i L=4.a XL=4.0' MAR 19 20 Chico, Caffomis q'-8" r----------------------------------------------------- &A v -------------- 7 ------------------------- ---------------- --------------------------- CEILING, BREAK -------------------- f ---------------- o"r-w"L.L I ` ATTICCESS DOOR 7' L +36' GUARDRAIL +3C HANDRAIL---\ C- A R P �FT R70 8, CLG C6�,o* L !cz,14 N BOOKSHELVESBOOKSHELVES 1 3OU SH HD +1'-7 - - - - - - - - - - - - - - IR636 SH n +11- 4r SO FIBERGLASS SHOWER W/ SEAT I TEMPERED GLASS ENCLOSURE 27x30' SIDEWALL ATTIC ACCESS - I SHELF I POLE I 5068 81 -PASS 5068 BI -PASS rgti.MA -kR �8' CLG 2868 J cx cv -------------------------------- - - - - - - - - - - - - - - - - - - - - - RIDGE BEAM 24' TWI TP cn ZI I +36' in WALL 2666 1 1-6' I CEILING BREAK -4 24' MSTR -801. L 240 SIDEWALL VINYL ATTIC ACCESS VAULT CLG- DR(CUT TOP uj OF DR AS RE -01 �7- 3C x 0 CI T ON RAISED DPLATF VCM W/ TILE SURROUND 26 1 t7 RD D631 SH 2636 SH JHD +1' - HD +1'-7 TEMP) 2"8 5 1 P 3034 SH RD +T-20 Environntal Health MAR 9 2002 Chicolalifomia j I I I. I I I 1 1 1 , Z1124? o n E Ve $NN. _ GB N om !s $ s �O aIs a E5 E Ee a 1 n 0 In gEl Ell! Ma� EEEm�sS �. siEEE;a oEaa1?E.g .:aa - smEEEa E Ea -m m rossm 5°EES gav 5 °aom So° �g ggsJmEE 258' o g^� an Sg'E� JD E ,rg as ° e� os® asp " Ea. E 3„aE � aS ^E nags 6P ra; E �o,� n ° 0o a� PY.c me m 5 a„P S m yman Qa r Es,aa� s Rs�a0o a a' S E mann mE E a eeesE^�g a� o am. Ogg g 'Es m ssE a ” s~" a' Es I�5 gEss " 'sgsEEs es s $aE sE� EmE� SEgs es sg ��ysEEs^ a • �smQ„pE” sI. a �m ESE s^E E a E s SME"E a Em mg• ° Ess tiiE 08 E ." nS a w gm g a m m en gRri•c 6 �" 9 • �� ��� � r��� � ����� � .��.��'�83&���$ � �ggEEg�aaeEe � gV�E� g° 5 Elsa s E� '11 ,Ens m a�e'Ee GEM � g s x>s 5 Eg 3 a" ` m "� sEsSg°EE°. a � ��ES ed'��E mE" aE aSSS o" i as csI. ops ", . �a cs" � � 1m �na a Za&ga �aEE�g9�gsg m gsga-%g� z R1. E�" E���r. `EEsaa g4ar4 a m a �R:fit gF gm g �Ea"Eg8m 5°g ° ao X8°0 �� ��� d`�' 'S m roa�g8"� �E2 °"S�� �g� �t"��•o� o o v� "sa gE E M. -OF s °$ a ma" mg °m Oil � SE ® s s E r �m E �'p ISE^E m gg E s s 5� a sS SEE if � gB 0.ag ESE�5 w "o g a n E 1 \ 6 R'I hot gig Enolap l aeE:EEsgE � 41i jjwE - I n am n ..I a �asscg��xEg o�A;E 5� E$�5 `mpg FSA �,Y � g g�Cgm,'"��,"-^@ $ �"° E��c S��E��s� • E s E„sEF E��mmmEge. �m°� sEsd Fa$°Eg„aa�� Fad E #R5 E m S -d- S C-7. ” Ea° "5""ass mm s sad �e>E�^ o g E o IA -1 flop h IF.s g aE 3 5^ a s saE� sE; ffisz�_5.�� -gP a F^�m��; »H is.£ M^nmBem ss„m � Ens Font IS ogg � m a1 ? Elie U RiHilE EEE.eUP RESIDENCE FOR: a BRIAN $ ]ENN I EER (50ROON FERSON AVE DURHAM, GA �. 9q/q Gary Hawkins ARCHMECT x (630)89Z2700 1870MOMEWCOD0x.SM10 FAXMC)8990892 C19OO. CA 95973 ' puyad>DWrAanS== 20'-0' C-09 go -on 81-10" 10,4 +3C WOOD HANDR NIL -+3C WOOD HANDRAIL DOWN F__+3C WOOD GUARDZAIL OOD GUARDRAIL OND UNIT STORAGE to CONCRETE L 0' %, =4 01 5050 FXD 5050 FXD L I -- ----------- --- - ------- --- ---- --- --- --- ----- D N COVERED PORCH HARDI-PLANK SOFFIT COVERED PORCH HARDI-PLANK SOFF T 42" DIRECT VENT 2848 L-1 ;0' GAS FIREPLACE FRENCH L-1 0' 2-2030 SH. Nz>_ SH -------------- r ------------------------------------ i PAIR FN DRYER WASHER P F (VTOSA) L-4.0' 1 1 ---------- JL -------- 0- t IN U4 b14 LAUNDRY WM 11 11 11 0 ....... YtRyt ........... .... So CLG DWiNG RM GREAT RM BEDRM #2 2898 I. -FAY IN...A.T.TIC . ..... .. ... .. .. ...... CARPET CARPET CARPET 2898 SC r VAULT CLG 11' CLG So CLG SELF -CLOSE DOWN Ln 400 BI -PASS --- --------------- ------------------------------------ L -CEILING -BREAK i ----------------- ------- HALL SIP 5/8" TYPE 'X' GYPBOARD 0 CARPET AT WALLS AND CEILINGS U So CLG L-4.0' BELOW STAIRS 13 100 co-% L -ROD Tpj ------- ov, 24,1 -SIP---- BATH #2- ------- TB ------- VINYL L=8.0' LINEN 8' CLG tifl- r CLOS 2848 S/8' TYPE 'X' GYPBOARD ------- CARrr CONTINUOUS FROM FOUND _T ------- 8' CLG TO CEILING TYPICAL AT COMMON WALLS ui cx 50 GAL GAS-FIRED WH 0 Z�o -:: ------- INSTALL PT VALVE W/ --------- Lee,--. DISCHARGED TO OUTSIDE, 0- or 0 lot 5 ANCHOR STRAPS I VTOSA I— KITCHEN x Uji; VINYL I Mill +3C HANDRAII, ENTRY 8' CLG fill ------- PET WOOD So CLG 8' CLG 2-2434 SH SINK W/ UP BEDRM #4 DW DISPOSAL 14 EQ a RISERS! 3048 co - ------------ A2 S A?ml�DX.%Wj0lDIWITN. 8d'NAILS O.0 20 C. FIELD co A CIL �lf 4�D EplOOD 1111T�.ed PA O� GE 4 2 F EL�l V_ ---- 1.4 Llbl lj�j�.Fdf A LJD%07 rE GARAGE 1/2- 3qD EYWOOD VIT%.10d NAILS AT DGE 1 12" C. f IELD &�L A, <�> CONCRETE a <�> A CX I <�> A ;/8 fffiEpjNWT0PLASTER OVER EXPANSED YEN WIRE LATH WITH N . 16 GAGE STAPLES, 1/8* LEG AT C OC ocle c3tu S/r T-1-0 P�aWOOD SIDING W/ lod NAILS I AT C O.C. E GE 4 12" O.C. FIEL A <�> U-1 < ALL VERTICAL JOINT$ OF PANEL SHEATHING SHALL OCCUR OVER STUDS. HORIZONTAL JOINT$ SHALL OCCUR OVER BLOCKING EQUAL IN SIZE TO THE STUDDING EXCEPT WHERE WAIVED BY THE INSTALLATION REQUIREMENTS FOR THE SPECIFIC SHEATHING MATERIALS. BRACED WALL PANEL SOLE PLATES SHALL BE NAILED TO THE FLOOR FRAMING AND TOP PLATES SHALL BE CONNECTED TO THE FRAMING ABOVE. W14ERE JOISTS ARE PERPENDICULAR TO BRACED WALL LINES ABOVE. BLOCKING SHALL BE PROVIDED UNDER AND IN LINE WITH THE BRACED WALL PANEL LU C4 ;0 Nr .1 00 rr� 'or 122� < 4D ALT ------------- BWP =8.Ot J. L=211' to Ln I 5050 FXD 5050 FXD L I -- ----------- --- - ------- --- ---- --- --- --- ----- D N COVERED PORCH HARDI-PLANK SOFFIT COVERED PORCH HARDI-PLANK SOFF T 42" DIRECT VENT 2848 L-1 ;0' GAS FIREPLACE FRENCH L-1 0' 2-2030 SH. Nz>_ SH -------------- r ------------------------------------ i PAIR FN DRYER WASHER P F (VTOSA) L-4.0' 1 1 ---------- JL -------- 0- t IN U4 b14 LAUNDRY WM 11 11 11 0 ....... YtRyt ........... .... So CLG DWiNG RM GREAT RM BEDRM #2 2898 I. -FAY IN...A.T.TIC . ..... .. ... .. .. ...... CARPET CARPET CARPET 2898 SC r VAULT CLG 11' CLG So CLG SELF -CLOSE DOWN Ln 400 BI -PASS --- --------------- ------------------------------------ L -CEILING -BREAK i ----------------- ------- HALL SIP 5/8" TYPE 'X' GYPBOARD 0 CARPET AT WALLS AND CEILINGS U So CLG L-4.0' BELOW STAIRS 13 100 co-% L -ROD Tpj ------- ov, 24,1 -SIP---- BATH #2- ------- TB ------- VINYL L=8.0' LINEN 8' CLG tifl- r CLOS 2848 S/8' TYPE 'X' GYPBOARD ------- CARrr CONTINUOUS FROM FOUND _T ------- 8' CLG TO CEILING TYPICAL AT COMMON WALLS ui cx 50 GAL GAS-FIRED WH 0 Z�o -:: ------- INSTALL PT VALVE W/ --------- Lee,--. DISCHARGED TO OUTSIDE, 0- or 0 lot 5 ANCHOR STRAPS I VTOSA I— KITCHEN x Uji; VINYL I Mill +3C HANDRAII, ENTRY 8' CLG fill ------- PET WOOD So CLG 8' CLG 2-2434 SH SINK W/ UP BEDRM #4 DW DISPOSAL 14 EQ a RISERS! I I V.1 "AA) i L=8.0* 1,AKrt: I 13 - 10, TREJOS 8' CLG L=4.0o Co 1 3068 ___1j r p—moo—L H 2-2636 SH 201 SH 2-206514 L=4.0' L=4.0' L=4.0, 7_011 COVERED PORCH HARDI-PLANK SOFFIT ------------------- - --------------------------- ---- -------------- ----------- ------- V — ------ �=-m I ------ ------ A.L -------------------------- — -------------------------- — ---------- I -------- 141-100 91-10 q*_8m +3C WOOD HANDRAIL +3C WOOD GUARDRAIL 90-8n 11ARK EARIALL BRA ANEL UALICERNEL A, DESCRIPTION PLYWOOD WIT� 8d &S 3A/T8 CC81 EDGE 4 12' C. FIEL A2 S A?ml�DX.%Wj0lDIWITN. 8d'NAILS O.0 20 C. FIELD co A CIL �lf 4�D EplOOD 1111T�.ed PA O� GE 4 2 F EL�l V_ ---- 1.4 Llbl lj�j�.Fdf A LJD%07 rE A4 1/2- 3qD EYWOOD VIT%.10d NAILS AT DGE 1 12" C. f IELD &�L I I V.1 "AA) i L=8.0* 1,AKrt: I 13 - 10, TREJOS 8' CLG L=4.0o Co 1 3068 ___1j r p—moo—L H 2-2636 SH 201 SH 2-206514 L=4.0' L=4.0' L=4.0, 7_011 COVERED PORCH HARDI-PLANK SOFFIT ------------------- - --------------------------- ---- -------------- ----------- ------- V — ------ �=-m I ------ ------ A.L -------------------------- — -------------------------- — ---------- I -------- 141-100 91-10 q*_8m +3C WOOD HANDRAIL +3C WOOD GUARDRAIL 90-8n SHEAR SCHEDULE SHEAROALL KEY 11ARK EARIALL BRA ANEL UALICERNEL A, DESCRIPTION PLYWOOD WIT� 8d &S 3A/T8 CC81 EDGE 4 12' C. FIEL A2 S A?ml�DX.%Wj0lDIWITN. 8d'NAILS O.0 20 C. FIELD co A CIL �lf 4�D EplOOD 1111T�.ed PA O� GE 4 2 F EL�l As Llbl lj�j�.Fdf A LJD%07 rE A4 1/2- 3qD EYWOOD VIT%.10d NAILS AT DGE 1 12" C. f IELD &�L A, <�> ;0 a <�> A S/ .C�jWALLBOARB WITH M N:jLS Aflpy DGE I FIEL UNBLOCKE I <�> A ;/8 fffiEpjNWT0PLASTER OVER EXPANSED YEN WIRE LATH WITH N . 16 GAGE STAPLES, 1/8* LEG AT C OC A S/r T-1-0 P�aWOOD SIDING W/ lod NAILS I AT C O.C. E GE 4 12" O.C. FIEL A <�> co ALL VERTICAL JOINT$ OF PANEL SHEATHING SHALL OCCUR OVER STUDS. HORIZONTAL JOINT$ SHALL OCCUR OVER BLOCKING EQUAL IN SIZE TO THE STUDDING EXCEPT WHERE WAIVED BY THE INSTALLATION REQUIREMENTS FOR THE SPECIFIC SHEATHING MATERIALS. BRACED WALL PANEL SOLE PLATES SHALL BE NAILED TO THE FLOOR FRAMING AND TOP PLATES SHALL BE CONNECTED TO THE FRAMING ABOVE. W14ERE JOISTS ARE PERPENDICULAR TO BRACED WALL LINES ABOVE. BLOCKING SHALL BE PROVIDED UNDER AND IN LINE WITH THE BRACED WALL PANEL SOLE PLATES SHALL BE NAILED WITH (3) Itd NAILS PER IC OF PLATE TYPICAL UNLESS NOTED OTHERWISE ;0 .1 00 rr� 'or 122� < 4D co C) to I SHEAR SCHEDULE SHEAROALL KEY 11ARK EARIALL BRA ANEL UALICERNEL A, DESCRIPTION PLYWOOD WIT� 8d &S 3A/T8 CC81 EDGE 4 12' C. FIEL A2 S A?ml�DX.%Wj0lDIWITN. 8d'NAILS O.0 20 C. FIELD co A CIL �lf 4�D EplOOD 1111T�.ed PA O� GE 4 2 F EL�l As Llbl lj�j�.Fdf A LJD%07 rE A4 1/2- 3qD EYWOOD VIT%.10d NAILS AT DGE 1 12" C. f IELD &�L A, <�> LLBOARD WITH 5d NAILS 'Fl"'YOT"EDME I FIELD UNBLOCKED a <�> A S/ .C�jWALLBOARB WITH M N:jLS Aflpy DGE I FIEL UNBLOCKE I <�> A SHEAR SCHEDULE SHEAROALL KEY 11ARK EARIALL BRA ANEL UALICERNEL A, DESCRIPTION PLYWOOD WIT� 8d &S 3A/T8 CC81 EDGE 4 12' C. FIEL A2 S A?ml�DX.%Wj0lDIWITN. 8d'NAILS O.0 20 C. FIELD 3/8'3pg� %WOOD WITH 8d HAILS AT C. E GE 1 12' O.C. FIELD A CIL �lf 4�D EplOOD 1111T�.ed PA O� GE 4 2 F EL�l As Llbl lj�j�.Fdf A LJD%07 rE A4 1/2- 3qD EYWOOD VIT%.10d NAILS AT DGE 1 12" C. f IELD &�L A, <�> LLBOARD WITH 5d NAILS 'Fl"'YOT"EDME I FIELD UNBLOCKED a <�> A S/ .C�jWALLBOARB WITH M N:jLS Aflpy DGE I FIEL UNBLOCKE I <�> A ;/8 fffiEpjNWT0PLASTER OVER EXPANSED YEN WIRE LATH WITH N . 16 GAGE STAPLES, 1/8* LEG AT C OC A S/r T-1-0 P�aWOOD SIDING W/ lod NAILS I AT C O.C. E GE 4 12" O.C. FIEL A <�> �T�E(?,O-rl. RUC jTRtL IS N& S IC S (5NML)9XH TIH W1 NO. It GA. GALV. STAPLES (111C CROWN. I-1/1" LEGS) OR LARGE FLAT- HEAD. NO. 11 GA. GALV. ROOFING NAILS (1-1/4' LONG) AT Y AND C OC ALL VERTICAL JOINT$ OF PANEL SHEATHING SHALL OCCUR OVER STUDS. HORIZONTAL JOINT$ SHALL OCCUR OVER BLOCKING EQUAL IN SIZE TO THE STUDDING EXCEPT WHERE WAIVED BY THE INSTALLATION REQUIREMENTS FOR THE SPECIFIC SHEATHING MATERIALS. BRACED WALL PANEL SOLE PLATES SHALL BE NAILED TO THE FLOOR FRAMING AND TOP PLATES SHALL BE CONNECTED TO THE FRAMING ABOVE. W14ERE JOISTS ARE PERPENDICULAR TO BRACED WALL LINES ABOVE. BLOCKING SHALL BE PROVIDED UNDER AND IN LINE WITH THE BRACED WALL PANEL SOLE PLATES SHALL BE NAILED WITH (3) Itd NAILS PER IC OF PLATE TYPICAL UNLESS NOTED OTHERWISE GENERALNOTES ALL WALLS 514ALL BE 2 x DF #2 AT IC O.C. TYPICAL UNLESS OT14ERMSE NOTED. HEADERS SHALL BE 4 x 12 DF 42 9 2xl WALLS I A x 8 DF 41 9 2x6 WALLS TYPICAL UNLESS OTHERWISE NOTED ALL DIMENSIONS ARE TO FACE OF STUD. MASONRY, CONCRETE ETC. TYPICAL UNLESS NOTED OTHERWISE. PROVIDE BLOCKING AS REQUIRED FOR FIRE. WALL MOUNTED EQUIPMENT OR ACCESSORIES. NAILING OR BACKING PROVIDE M.R. GYPSUM BOARD BEHIND ALL TUBS AND SHOWERS, TYPICAL. I- FRAMING LEGEND STD. 2 X4 WALL CONST. q2vsrrRT= CRIPPLE FRAME ATOP 8,-r PLATE ZZZZ= CONT. FRAME TO BOTTOM OF SCISSOR TRUSS 2X6 STUD WALL nvironmental Heaith 14AR 2 1 20n? CINIC9, CA I BUILDING AREA FIRST FLOOR CONDITIONED AREA 1$01 Square Feet COVERED PORCH 432, Square Feet 03-02 GARAGE 541 Square Feet Fc qr-rf)mn m nnip 02-015 CONDITION AREA 484 Square fed TOTAL CONDITIONED AREA 2J113 Square Feet FLOOR PLAN SCALE: 1/4"=I' -O' c5 cx Uj U_ oom 122� < 4D co C) FIRST FLOOR CONDITIONED AREA 1$01 Square Feet COVERED PORCH 432, Square Feet 03-02 GARAGE 541 Square Feet Fc qr-rf)mn m nnip 02-015 CONDITION AREA 484 Square fed TOTAL CONDITIONED AREA 2J113 Square Feet FLOOR PLAN SCALE: 1/4"=I' -O' Aq N - r---------------------------------------------------- 1 1 1 1 1 1 1 i i i i i i i i i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� ( 1 i 1 �7�-4" i 12�-A+ �� u ---------------------------------------------------- ----------------------------------------------------------- AN RIO Environrr ental Health MAR 2 1 2002 Chico, CA FLOOR PLAN, SECO D FLOOR SCALE: 1/4*=I'-0* 03-02 FC 02-015 C> 0 cl/- cn C) Q 0 I� LU LL - u < L co C) 03-02 FC 02-015 C14 C4 Ln u 0 c� u- !An - C14 Z 0 0 04 In C4 C'4 C14 u 9 'u im m ................................................ FAU IN ATTIC ATTIC ............................ I ............ 2700' SIDEWALL ATTIC ACCESS --I D A r----------------------------------------------------------- V 4 III -an L401 '�2 7 30.30 FXD 5030FXD 3030 FXD ATTIC 24 a 12 ci AT W OC 2rX304 ATTIC T -2x4 SHELF I POLE L-13.0' CEILING BREAK ----------------- -2x4 I --------------------- --------- * --------------------- - - ---------------------------------- ------------- --------------------- ------ LINE OF W CL 040 BI-PA$5 5040 -PASS G. MASTER BEDRM CARPET GAME ROOM Ir CLG ALL VERTICAL JOINTS OF PANEL SHEATHING SHALL OCCUR OVER STUDS. HORIZONTAL JOINTS SHALL OCCUR OVER BLOCKING EQUAL IN SIZE TO THE STUDDING EXCEPT WHERE WAIVED BY THE INSTALLATION REOUIREMENTS FOR THE SPECIFIC SHEATHING MATERIALS, BRACED WALL PANEL SOLE PLATE$ SHALL BE NAILED TO THE FLOOR FRAMING AND TOP PLATE$ SHALL BE CONNECTED TO THE FRAMING ABOVE, WHERE JOISTS ARE PERPENDICULAR TO BRACED WALL LINES ABOVE, BLOCKING SHALL BE PROVIDED UNDER AND IN LINE WITH THE BRACED WALL PANEL SOLE PLATE$ SHALL BE NAILED WITH (3) 16d NAILS PER IV OF PLATE TYPICAL UNLESS NOTED OTHERWISE NOTE; $HEARWALL AT LINE 2. USE 3x FRAMING MEMBERS AT ALL ABUTTING PLYWOODEDGES GENERAL NOTES ALL WALLS SHALL BE 2 x DF 12 AT IV O.C. TYPICAL U.N.O. 24 EXTERIOR WALLS, 2X4 INTERIOR WALLS HEADERS SHALL BE 4 x 12 DF 12 0 M WALLS t 6 x 8 DF 41 9 2A WALLS TYPICAL UNLESS OTHERWISE NOTED ALL DIMENSIONS ARE TO FACE OF STUD, MASONRY, CONCRETE ETC, TYPICAL UNLESS NOTED OTHERWISE. PROVIDE BLOCKING AS REQUIRED FOR FIRE, WALL MOUNTED EQUIPMENT OR ACCESSORIES, NAILING OR BACKING PROVIDE M.R. GYPSUM BOARD BEHIND ALL TUBS AND SHOWERS. TYPICAL. L=13 00 ALL FRAMING BELOW FLOOD PLANE TO BE PRESSURE TREATED 114 ms c%r (NOT FINISHED) 48' SO FIBERGLASS 2048 +8' CLG WEATHE Z SHOWER I/ BEAT 22*xw A! -R RIP D )OR t t TEMPERED GLASS ATTIC +3C GUARDRAIL ENCLOSURE ACCESS t --------------- ------- --------- 2740' SIDNicc ATTIC ACCESS Q:T 0 L2xj 2x4 2271 SIDE WALL] 2xt dr 92 CJ ATTI ACCI SS AT IV OC -- ATTIC ATTIC r 'L-24 3034 SH HO +11-20 8#-8N +3C HANDRAI'—\�. LOFT Z3 CARPET V8 tr CLG 20%ft SHEAR SCHEDULE SHEARWALL KEY ---- -- ---------- U)�E BEAM dr 82 MARK ErIALL RARMNEL A& DESCRIPTION A AL�l WE PR?0PI21'TVFPE . 298 248 ----------- BOOKSHELVES ---- q, ---------- - BOOKSHIELVES 20 SIBEENALL Allic A=% DR (CUT TOP OF DR AS REQ) it Ip1g.e Alfil r 24 dr #2 CJ AT 10 OC A �f 1qDA P . . 08M IREWLY Voggg jj�.FIFV I AMIN F x 0 CJI TUB p a ED (O3rN RAJSED PLATF T AT11C III/ TILE_S.WRIOUND 1 GHOM& SAIN95 L 'A/fIpR%DW&LP?1?L8 HOWL' 0 <�> WETA E M5 IN89 jEpjNjOM5j$R �6�A GAGE STAPLES, 1/8' LEG AT C OC EV&0,012§11e� ?,�Llgd NAILS yf CT P ix TU %' E61 y T W/ NO. 16 A GALV. ST� ftES (I/IV R , 009E FLAT HW 1 41 LE $) OR j ' dt -g r. A E A 0. 0 ALV. ING NAILS u 0 1/4' LON ) 3 AND C OC ALL VERTICAL JOINTS OF PANEL SHEATHING SHALL OCCUR OVER STUDS. HORIZONTAL JOINTS SHALL OCCUR OVER BLOCKING EQUAL IN SIZE TO THE STUDDING EXCEPT WHERE WAIVED BY THE INSTALLATION REOUIREMENTS FOR THE SPECIFIC SHEATHING MATERIALS, BRACED WALL PANEL SOLE PLATE$ SHALL BE NAILED TO THE FLOOR FRAMING AND TOP PLATE$ SHALL BE CONNECTED TO THE FRAMING ABOVE, WHERE JOISTS ARE PERPENDICULAR TO BRACED WALL LINES ABOVE, BLOCKING SHALL BE PROVIDED UNDER AND IN LINE WITH THE BRACED WALL PANEL SOLE PLATE$ SHALL BE NAILED WITH (3) 16d NAILS PER IV OF PLATE TYPICAL UNLESS NOTED OTHERWISE NOTE; $HEARWALL AT LINE 2. USE 3x FRAMING MEMBERS AT ALL ABUTTING PLYWOODEDGES GENERAL NOTES ALL WALLS SHALL BE 2 x DF 12 AT IV O.C. TYPICAL U.N.O. 24 EXTERIOR WALLS, 2X4 INTERIOR WALLS HEADERS SHALL BE 4 x 12 DF 12 0 M WALLS t 6 x 8 DF 41 9 2A WALLS TYPICAL UNLESS OTHERWISE NOTED ALL DIMENSIONS ARE TO FACE OF STUD, MASONRY, CONCRETE ETC, TYPICAL UNLESS NOTED OTHERWISE. PROVIDE BLOCKING AS REQUIRED FOR FIRE, WALL MOUNTED EQUIPMENT OR ACCESSORIES, NAILING OR BACKING PROVIDE M.R. GYPSUM BOARD BEHIND ALL TUBS AND SHOWERS. TYPICAL. L=13 00 ALL FRAMING BELOW FLOOD PLANE TO BE PRESSURE TREATED 114 ms c%r (NOT FINISHED) 48' SO FIBERGLASS 2048 +8' CLG WEATHE Z SHOWER I/ BEAT 22*xw A! -R RIP D )OR t t TEMPERED GLASS ATTIC +3C GUARDRAIL ENCLOSURE ACCESS t --------------- ------- --------- 2740' SIDNicc ATTIC ACCESS Q:T 0 L2xj 2x4 2271 SIDE WALL] 2xt dr 92 CJ ATTI ACCI SS AT IV OC -- ATTIC ATTIC r 'L-24 3034 SH HO +11-20 8#-8N +3C HANDRAI'—\�. LOFT Z3 CARPET V8 tr CLG 20%ft --------------------------- -- ------------- 24 - 7-,, 7 Al i - .1 ............ c - +3C 1/2 WALL 2"8 ---- -- ---------- U)�E BEAM dr 82 STAIRS CEILING BREAK 2 0 T K - ElAju-0 298 248 ----------- BOOKSHELVES ---- q, ---------- - BOOKSHIELVES 20 SIBEENALL Allic A=% DR (CUT TOP OF DR AS REQ) it VINYL 2448 SIOEIALL VAULT CLG 0 ATTIC ACCESS OR (CUT TOP 2xg dt 12 CJ Of OR AS REG) AT IV OC 1 i, r 24 dr #2 CJ AT 10 OC 14 24 dr 12 CJ AT W Oc ATTIC I AMIN F x 0 CJI TUB p a ED (O3rN RAJSED PLATF T AT11C III/ TILE_S.WRIOUND 1 L t - ------------------ ---------------------- Ir . -- ---I- - - 3034 SH 24U SH 26 1/2 RD (36 SH HD +T-7 HD +*r -!i 2634 SH HD +1'-21 HID +T-2' TEMP) ITEMP) AL +T-2" Lm,1041' AT ATTIC 7-141 12--r t 41-2* 1#-2* it -of 111-411 V-011 4'-0- A YD c 6 < "A FIAR 0 7 2003 Ch!co, California FRAMING LEGEND STD. 2 X1 WALL CONST. 77772= CRIPPLE FRAME ATOP Fr PLATE ZZZZ= CONT. FRAME TO BOTTOM OF SCISSOR TRUSS LA 2A STUD WALL FLOOR PLAN, *SECOND FLOOR SCALE: 114* -V -O* Revisions: (D 01-02 mmmmmmmmm z Q (V (V - L11 LL u- Z wi z W C) U Lo Z W W/ W 73 z Q Date: 12/20/2002 Drown: PC. GC Job no.: 02-015 Sheet 2 of: . IMN V it 0 0 mr, ix 6 u z Q (V (V - L11 LL u- Z wi z W C) U Lo Z W W/ W 73 z Q Date: 12/20/2002 Drown: PC. GC Job no.: 02-015 Sheet 2 of: .