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Home My WebLink About039-460-083• SITE PLAN REVIEW Date: (0zj ,� Permit Number (if applicable) O'S -1 b-6 Owners Name: Owners Address: Telephone No.: • Proposed'Use: AP# Z_ '?, Xr j APP CATION a0- V�o _()K7/ O �`' Parcel Size: ) 0 2A e Re idential New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel Other J&,Septic er ,Septic " ❑ Well ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved _ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved • By Date Pagel of 5 ALL ITEMS CHECKED APPLY, TO THE TROPERT.Y Parcel Is In: i ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage:Verify.s .a ❑ residenoe can be built per contract ❑ Nitrate Action Plan (See Environmental Health for `standards) . . ❑Watershed Protection'Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified ro er, foundation design required) P. p q ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) x • Flood Zone. • Flood Panel No.: O S`= ('— i Index Date:. 6— &_9 ❑ Sacramento River Reclamation District (Approval must be obtained from the Califoinia-Reclamation Board) ❑ Feather River Reclamation District (Approval must tie obtamed from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ' ElCohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout). Use Requires: ; ❑ Use Permit ❑ Minor Use Permiti ❑ Minor Variance ❑ .Administrative Permit ❑Variance '- ❑ Detached Building Use Form ❑ l Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: � ! r r , 'Applicable Building Setbacks: Zoning Code Streets & Highways x: Fire Prevention 'Subdivision,Map Front E; 0. G , Side r, 1 Side Street i Rear Height E , --•Waterway N/A' N/A ) N/A' ❑ Setbacks drawn on site Plan. ❑ CDF approvatneeded for encroachments into SRA setbacks. f Page 2 of 5 a • is • Applicable Development Fees: Standard Fees Amount ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Formula ---------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Deeds: Date of Creation: Legal Access Provided: El No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 Subdivision Man/Parcel Man: �� n�N j�,�� p5-;- -jt s, Map Date of Recording: (a— 1 5-6 Lot: Book: Page:3j7 ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions MR Comply with the following Conditions of Approval: kr-rA��4 , ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, N. PA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. , ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended: ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control P; must be prepared by a registered civil engineer or other qualified professional and. submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa Page 4 of 5 .... • NO TE.S • 1. THIS SHEET SHOWS ADDITIONAL INFORMATION. IS FOR ADDITIONAL INFORMATION PURPOSES ONLY. DESCRIBING CONDITIONS AT THE TIME OF FILING AND IS NOT INTENDED TO AFFECT RECORD TITLE INTEREST. 2 A SOLI FENCE CHAIN LINK. BRICK. BLOCK OR SIMILAR MATERIAL. NOT WOOD. A MINIMUM OF SIX FEET IN HEIGHT SHALL BE INSTALLED ALONG THE SOUTHERN AND WESTERN PROPERTY LINES OF THE PROJECT. PRIOR TO ISSUANCE OF BUILDING PERMITS FOR ANY RESIDENCE IN PHASE 4. 3. DEVELOPMENT OF ALL LOTS IN THIS SUBDIVISION WILL REQUIRE CONNECTION TO A PUBLIC WATER SUPPLY - 4. SHOULD ANY ARCHAEOLOGICAL OR CULTURAL MATERIALS BE ENCOUNTERED DURING PROJECT CONSTRUCTION, SITE VELOP SHALL CEASE AND ARCHAEOLOGICAL CONSULTATION SD AIL BEST IMMEDIATELY RETAINED. 5. ALL ALMOND TREES SHALL BE REMOVED FROM THE PROPERTY. REMOVAL OF TREES CAN FOLLOW THE PROPOSED PHASING PLAN SHOULD ACTIVE FARMING CONTINUE AS THE PROJECT IS DEVELOPED. 6. A DEVELOPMENT IMPACT FEE FOR SHERIFF'S FACILITIES SHALL BE PAID PURSUANT TO THE PROVISIONS OF CHAPTER 3. ARTICLE 11 OF THE BUTTE COUNTY CODE. PRIOR TO ISSUANCE OF BUILDING PERMITS OR USE PERMIT IN THE CASE OF A MOBILE HOME PARK. SAID FEE AMOUNT WILL BE DETERMINED AND CALCULATED AS OF THE DATE OF APPLICATION FOR THE BUILDING PERMIT OR USE PERMIT. 7. ALL OAK TREES ON THE PROPERTY SHALL BE PRESERVED ��•�►� EXCEPT FOR THOSE REQUIRED FOR ROADS, DRIVEWAYS. OR BUILDINGS. A NO DtSTURBANCE SETBACK SHALL BE PROVIDED �----- COMMFNMG FROM THE OUTER EDGE OF THE OAK TREE CANOPY. 15`i-35,37 6-18- 02. ADDITIONAL INFORMATION SHEET PHASE 4 A as C STREEt sJr BE/11K3 A PC7fl77O/V OF iW A�MA/IVNVC� �A111Q� OP. ..411IL7 E�TAT�".3 PKAT 4 �l� 1� fil��At' �'i-i4. AE.� B�91Ki A C� if�/ SOm1�1�;4or im op �^6MIOI111 �.TC1WNuHlf' 2-1 NORIK Rei f � 7' A 1701ki C31� �1=l��NI��114 OF_.._ . Environmental Hea "' 0 BUTTE COUNTY JUN 3 0 2003 AGRICULTURAL BUFFER NOTIFICATION AND/OR Chico, Califomi 0-=-�"ao • UNUSUAL CIRCUMSTANCES REQUEST UN' , Butte County requires a 300 foot buffer between neighboring agricultural operations and a residence. This dimension is based on environmental assessments and studies. The Agricultural Commissioner may identify unusual circumstances where the 300 foot buffer cannot be met on existing parcels. This exception is not available for lots being created, divided or subdivided. Owner or Authorized Agent must complete the following and return with the required site plan to: Development Services Department, 7 County Center Drive, Oroville, CA (530) 538-7601 Name:` T Phone: 899• Fel? Mailing Address: ��. PDX )os �$ E -Mail address 'C.W.C662\V6" 0— Assessor's Parcel Number: VS9 - `t CD 0 - 009®9 Reason you believe you qualify for the unusual circumstances exception: I \ fNLD Volae Trf- 0_3 Own§Yr or ALjporized Agent's signature Date UNUSUAL CIRCUMSTANCES DEFINITION: An exceptional or extraordinary condition where the existing lot size or shape or an existing improvement (well, septic systems, structures etc.) does not allow for the standard condition of a 300 -foot buffer zone. SITE PLAN REQUIREMENT: submit 4 copies with this form Refer to the Site Plan Submittal handout for specific requirements ................................................................................................................................................... Internal Dept. Contact Info: M Env. Health �-7 Plannin ❑ Building Other Contact Person: I ('YV` C�� Phone: FORWARD THIS FORM TO LARRY IN DEVELOPMENT SERVICES OR PROCESSING ......................................................................................................................................................................................... For Agricultural Commissioner office use only: (to be completed after submittal) DISCRETIONARY PERMITS (Planning) MINISTERIAL PERMITS (Building) M Exception Recommended ❑ Exception Granted with the ❑ Exception NOT Recommended following conditions: Reason/Conditions/Specific setbacks from adjacent agricultural operations: (3vT_Fl 5r;? 7sSVt: 1 etc �ik) Crate ©� Agricultural Department Signature: Date:-? YMC 7/1/03 PLAN REVIEW RESPONSE FORM • In order to expedite the review of your plan; p(eW p�plo tho>� fbHo.Wer madoa sad ream tus this form is not complete, as to all contwon t " �� cespoase to every�R we sill not be able to accept your ro-ntbmlttsl far item mque tea is our plan oortvcdon letter. "By o'.heW. Is not eoaddeced a valid ��'• �'hee '"Wa9e to each item and the location ah= tier i *mudon ma be found on ft plana/cslco. tO�° •` P{� ATTACH THIS FORK' TO it—COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH PZMEp D OWNERS NAME .. .. _. _ .. ... _ .. _ ...._......... DATE: JDA M e;� IZZI a3 ' ASSESSORS PARCEL NUMBER PERMIT NUMBER ' 4&0- 09� D3 - Ileo PLAN CHECK REM * RESPONSE BY: -- - • • LOCATION AN PLANA AL {�.4E�: •NIA COMMENTS: .AN CHECK ITEM S 2 6A." .�> )MMENTS: 1 tqO-.G 3 (Aoa. SfPU�: COMMENTS: rvnar- DT: i ms,5. :SPONSE BY. JAMES Gee� LOCATION ON PL tl'A s-� LOCATION ON PL SIA W CHECK ITEM S RESPONSE BY: LOCATION ON PLANS MMENTS: A BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION (IVR): .(530) 538-4365 OFFICE: (530) 538-7541 FAX#: (530) 538-2140 ONLINE PERMIT/RENEWAL PAYMENTS: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 9369 LA ROSE COURT Owner: Permit No: B08-0858 APN: 039-460-094 SEEGERT, JAMES Issued Date: 07/01/2008 By KEJ Permit type: MISCELLANEOUS P O BOX 105 Subtype: Private Pool DURHAM, CA 95938 Expiration Date: 07/01/2009 Description: POOL GUNITE (530) 899-8924 Occupancy: Zoning: Contractor Applicant: Square Footage: SEEGERT, JAMES Building Garage Remdl/Addn P O BOX 105 DURHAM, CA 95938 Other Porch/Patio Total (530)899-8924 FEE INFORMATION DBEH Building Review Fee $78.90 DBMSC Swim Pool -Master Plan Co $512.42 Total Charged: $591.32 Fees Paid: $591.32 Balance Due: $0.00 Receipt No: B7308 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to i -s issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X07/01/2008 the applicant to a civil penalty of not more than five hundred dollars [$5001; _ Please check one of the following: Contractors Signature Date AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE OMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: HAVE AND WILL the work himself or herself or through his or her own employees, provided that such improvements ❑I MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Professions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance The Contractor's License Law dows not apply to an owner of the property who builds or improves carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). Carrier: Policy Number: Exp. Date: (This section need not be completed if the permit is for one hundred dollars ($100) or less. ❑ I AM EXEMPT under Section B. & P.C. for this reason: I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California, and agree that if I should become subject to the workers'X 07/01/2008 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owner's Signet KJ Date provisions. I X Ch 07/01/2008 1 hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building r Sig ure Date OMPENSATION COVERAGE IS UNLAWFUL, WARNING: FAILU�RO SECURE WORKE�IMINAL construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SU AN EMPLOYER TO PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused arising out of, or in any way connected with DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND the issuance of this permit. I hereby acknowledge thatt is issuance of this permit does not authorize the 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 • roperty owp. or m thorized to act on the roperty ownM(t CONSTRUCTION LENDING AGENCY A, AIV WQ 07/01/2008 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name ermitte S I PrintDate the performance of the work for which this permit is issued. (3097 civ. code) \�{—� IXlpwner 1:1 Contractor OR DAgent for Owner Agent for Contractor ��TTT FILE COPY Lender's Address City State Zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES PERMIT BUILDING PERMIT APPLICATION* * NO. OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 631QK_ A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION �J Website: www.buttecounty.net/dds BIN # PLEASE PRINT CLEARLY "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 5'et e—A First Name Mailing Address City D IYWIM State M- IZip Phone (,' Fax E-mail '' A_J_tq APPLICANT INFORMATION CONTRACTOR Name Owner P)L,6 id 0 1 - Address 1 131 a 2f'1 e City o State Zip Phone ) 3 Fax E-mail Lic. # Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name ve- Dan F Address 1 131 a 2f'1 e City o State i Phon t6�\-21 ) 3 F sem) 6 `t 3 E-mail State Lice se N14 APPLICANT INFORMATION Name lro eAddress m: ,. Flood Zone SRA I Yes o Occ. ►..a •a. PROJECT LOCATION AP# Ds� f/ Property Address ' Y City 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: L Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning ,. Flood Zone SRA I Yes o Occ. Type C-bnst. L.$ 59/. 3Z 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: B08-0859 Location: 9369 LA ROSE COURT Parcel Number: 039-460-094 Owner Name: SEEGERT, JAMES Description: POOL HOUSE 400 SOFT. Date: 05/12/2008 By: TMP Sub Type: Patio Cover/Cvd Pch Phone: (530) 899-8924 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 SEWER DISTRICTS I--] Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 11 ❑ 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 [31" 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 Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 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 ❑ Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 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 "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 Signature of Applicant:do— Date: 05/12/2008 FILE Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 [31" Other: 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 public inspection and will be posted on the County's website for electronic access Signature of Applicant:do— Date: 05/12/2008 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 0 a 0 O O 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: B08-0859 Location: 9369 LA ROSE COURT Parcel Number: 039-460-094 Owner Name: SEEGERT, JAMES Description: POOL HOUSE 400 SQ.FT. Date: 05/12/2008 By: TMP Sub Type: Patio Cover/Cvd Pch Phone: (530) 899-8924 By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: ') Title: FILE Date: 05/12/2008 -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, if the permit has not issued, but not after 180 days 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 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://municit)alcodes.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: B08-0859 Location: 9369 LA ROSE COURT Parcel Number: 039-460-094 Date: 05/12/2008 Owner Name: SEEGERT, JAMES Phone: (530) 899-8924 Description: POOL HOUSE 400 SQ.FT. Signature of Applicant: Date: 05/12/2008 FILE 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 OWNER -BUILDER INFORMATION An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a 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 $500 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 government as an employer and you are subject to several obligations including state and federal ° income tax withholding, federal social security taxes, workers/ compensation insurance, disability insurance costs, and unemployment compensation contributions. There may be financial risks to you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. ° For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through thier own employees, without a license contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor 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 contacting the Contractors' State License Board's automated telephone information system at 1-500-321 -CLSB (2752) or by accessing thier website at www.CSLB.ca.gov. PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER -BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTILL THE VERIFICATION IS RETURNED. OWNER BUILDER VERIFICATION PLEASE COMPLETE THIS FORM AS REQUIRED BY THE STATE OF CALIFORNIA (SENATE BILL NO. 831 EFFECTIVE JULY 1, 1980). NO BUILDING PERMIT WILL BE ISSUED UNTIL THIS VERIFICATION IS RECEIVED. 1. I PERSONALLY PL 0 PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMENT. COR NO) 2. I QD/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: ADDRESS CITY PHONE CONTRACTORS LICENSE NO 4. I PLAN TO PROVIDE PORTIONS OF THE WORK, BUT I HAVE HIRED THE FOLLOWING PERSON TO COORDINATE, SUPERVISE, AND PROVIDE THE MAJOR WORK: NAME ADDRESS CITY, PHONE CONTRACTORS LICENSE NO 5. I WILL PROVIDE SOME OF THE WORK BUT I HAVE CONTRACTED (HIRED) THE FOLLOWING PERSONS TO PROVIDE THE WORK INDICATED: NAME ADDRESS PHONE TYPE OF WORK Description: POOL GUNITE Reference Number: B08-0858 Applicant Name: SEEGERT, JAMES Owner's Name: SEEGERT, MES AP # : 039-460-094 Signature of Property Owner: Date: J. DANIEL J. DOBBIE co o��o2Z Page 26 aD Professional Engineer w No.C4202 ExP3/310 1/10 m Job No. 8020 15925 Renee Way Flournoy, CA 96029 * Date: June 2008 Phone/Fax (530) 833-5423 (' �q� CIV1l- Seegert Pool House SOF CA1-\F04 POOL WALL CONCR E DESI RESTRAINED CONCRETE RETAINING WALL AT SIDE OF POOL 1'- 0" LENGTH OF WALL, 3'-0" BELOW COMPRESSION RING AT POOL RIM SOIL DATA: EQUIVALENT FLUID PRESSURE (wc) 0.045 KCF^2 ADDITIONAL SOIL SURCHARGE (ws) 0.045 KLF WALL DATA: WALL THICKNESS (t) (USE SHALLOW END THICKNESS) 6 IN HEIGHT OF WALL RETAINING (Hr) 3.00 FT WEIGHT OF WALL (.150 KCF CONC) 0.225 KIPS VERTICAL LOAD ON TOP OF WALL (P) 0.50 KIPS DESIGN DATA: CONCRETE COMPRESSIVE STRENGTH (fc) 2000 PSI REINFORCING STEEL YIELD STRENGTH (fy) 60000 PSI REINFORCING DEPTH (d) d = t / 2 31N STRENGTH REDUCTION FACTOR (phi) 0.9 STRENGTH METHOD LOAD FACTOR 1.7 EARTH _'(b BENDING IN WALL: REACTION AT TOP OF WALL (Rt) = ws*Hr/2 + we*Hr^2/6 0.135 KIPS REACTION AT BOT OF WALL (Rb) = ws*Hr+wc*Hr"2/2-RT 0.203 KIPS �O` �S\0\' LOCATION ZERO SHEAR (z) 0 = 0.5*wc*z^2 + ws*z - Rt 1.65 FT nv w` ' 0.023 B FACTOR (ws) A FACTOR (0.5*wc) 0.045 v 1�`�G 0\`v C FACTOR (Rt) -0.135 (��%R4�� /0 MAX MOMENT IN WALL (Mw)=we*z^3/6+ws*z^2/2-Rt*Z 0.183 KIP FT! ULTIMATE MOMENT IN WALL (Muw) 0.31 KIP FT REINFORCING STEEL RATIO (p) 0.000647 < pmin USE: REINFORCING STEEL RATIO (p') = 1.33*p 0.000862 AREA OF REINFORCING STEEL REQUIRED (Asreq'd) 0.031 IN^2 REINFORCING BAR SIZE (#) 3 AREA OF REINFORCING BAR (A) 0.11 SQ.IN. REIFORCING SPACING (Sp) 12 IN. O.C. AREA OF STEEL (As) = A * 12 / Sp 0.110 IN^2 OK AXIAL LOADS ON WALL: REINFORCING STEEL RATIO (p') 0.000862 STRENGTH REDUCTION FACTOR (phi) 0.7 EEFECTIVE LENGTH FACTOR (k) 1.0 STRENGTH METHOD LOAD FACTOR 1.7 RETAINING ULTIMATE AXIAL LOAD (Pu) 1.0 KIPS ULTIMATE WALL STRENGTH (phiPnw) 53.5 KIPS >Pu OK phiPnw =.55 * phi * f'c * Ag * (1 - (k * H / (32 * t))^2) COMBINED FLEXURAL AND COMPRESSIVE AXIAL LOADS GROSS AREA OF SECTION (Ag) 72 IN^2 ALLOWABLE LOAD ON GROSS AREA (0.1 * f * Ag) 14.4 KIPS >Pu OK BETA FACTOR FOR CONCRETE W/ f < 4000 PSI (61) 0.85 STRESS BLOCK DIMENSION (xb) = 87000 * d / (fy + 87000) 1.776 IN COMPRESS. CONCRETE YIELD (Cc) = 0.85*fc*B1*xb*b = 30.8 KIPS 4 TENSION REINFORCING YIELD (T) = As * fy 6.6 KIPS NOMINAL AXIAL LOAD AT BALANCED CONDITION (Pb) 24.2 KIPS Pb=Cc-T ULTIMATE AXIAL LOAD BALANCED CONDITION (phiPb) 16.9 KIPS >Pu OK CONDITIONS FOR BALANCED STRAIN ARE SATISFIED POOL & SPA WALL: 6" MINIMUM THICK CONC. W/ #3 @ 12" o.c. EACH WAY 0 tv.c q::s t �o BuIrrE COUNTY J U N 0 5 n DEVELOP .' '. - - ' .'." SERVT-, C. AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 Illi 111 lli i liil l c �G'J3—��722�12 lllil I II III Il i91 it Recorded Official Records I REC FEE 7,00 I COPIES 2.00 County Of I BUTTE I CANDACE Jo GRUBBS I Recorder I ROSEMARY DICKSON 1 Assistant I kathyh 02:27PM 15 -Oct -2003 I Page 1 of 31 ' 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 37, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "DURHAM LAND ESTATES, PHASE 4", WHICH MAP WAS RECORED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 18, 2002, IN BOOK 154 OF MAPS, AT PAGE(S) 35, 36, AND 37. Date takr,L03 PR P OWNERS: o G �- State of Cali�ni� County of li _q „ before me, pktonally appeared " U personally known to me t M on the to be the persons}whose name(s) is/are-subscribed to the within instrument and acknowledged to me that he/sheMtey executed the same in his/her Uwir authorized capacity(ies), and that by his/haWtheir,signature(s' on the instrument, the person(sror the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS m hand and official seal. Signature Seal: JEANNE W. SEAGLE ..» COMM. # 1386279 A.P. #_ ®�� '1�D� — NOTARYPusuC• CAUFORN1A Burne COUNTY Comm. Exp. NOV. 21,2006 •f James & Brenda Seegert P.O. Bog 105 Durham, CA 95938 ' (530) 899-8924 October 8, 2003 Butte County Building Division 7 County Center Drive Oroville, CA 95965 ATTN: Mike Vieira/Scott Rutherford RE: Use of Wine Cellar Seegert Residence Assessor Parcel #039-460-094 Building Permit #03-1664 n Gentlemen: , The basement area shown on the drawings shall be utilized as a wine cellar only. This area will not be used as a living or sleeping area in any way. , Please let me know if there are any further questions or clarifications. Ie ely,, eegert j a• F . ll - yo; wY J�wve-t/ lAI/ 6 014 7 COUNTY OF BUTTE DEPA-RTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION NOTICE Post this job card in a safe, conspicuous place. Do not remove until all required inspections are made and building is approved for occupancy. Plans must be available on the job site. A.P. No. _ 039-460-083 03-1664 _ Owner _ SEEGERT, JAMES — 9369 LA ROSE CT, DURHAM Contractor _ NEW SINGLE FAMILY — Permit No. PERMITTEE MUST CALL FOR INSPECTIONS INSPECTION DATE INSPECTOR Piers t 1 Underground Conduit Pre-Gunite r Underfloor Plumbing Underfloor Electrical i Underfloor Mechanical Underfloor Framing Slab Electrical Mechanical Shower Pan insulation Throat Stucco Lath Scratch and Brown Sewer Service Water Service Pool Final Plumbing Final Electrical Final Mechanical Final Buildina or M.H. Final 7 73--- .3h DO NOT OCCUPY UNTILV ALL THE ABOVE IS SIGNED AND THE BUILDING OR MOBILE HOME IS APPROVED FOR OCCUPANCY dlddrearion:':`'< 24:=Nr;1 . Oroville - 7 County Center Drive 538-7541 538-7636 Chico - 411 Main Street 891-2751 891-2834 Revised 7/94 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 '_5F'4%4a2,o!i ASSESSOR PARCEL NUMBER 40347, +let). M33 ZONING 51101- f BUILDING PERMIT OWNER SSrEGC—!F: JA-'- r—v,11^ TELEPHONE I ��pYSQ.FT.OCC. VALUATION %BUILDING • � OWNERS MAILING ADDRESS -�� E3®x3s ®� ' CONTRACTOR'S NAME aw , e A4 TELEPHONE A Re.CONSTRUCTION CONTRACTORS MAIUNG ADDRESS LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Flinq Fee 20.00 Permit Fee $ rJ` <=7 - ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS - I 3bQ Energy Plan Checking Fee $ PERMIT FEE $LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF b( Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New j_ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: l�$F `f Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I GI w @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service eoov oR LEss 200A OR LESS 2.3.00 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.P License Class Lic. NO. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 48.00NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( a ACC. BLOS. 3.5¢Fr: T. NON-REOSID. MULTI.OUTLET @7.50 OWER APPALiATUS 8 SINGLE OtlrLET CI R. :0050 EX. OCCU OUTLET OR FDLTUREs BAL @' 50 Ex. Occup. .'.'ED g= -.Opp 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ^, not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comp) with those provisions. n (�— X 4 C-� v Date Sign re of Appl' nt - wner Contractor ❑ Agent An OSHA permit is quired for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE 44j6.` HAZ D F IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. �-� / By iM-- l.(4111te R EXPIRES ON Date ReceiptNo._ 4-1 4_>7 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I E.H. USE ONLY 'Piot Plan AttecMd r Floor Plan Acta • Ob� , / Sant to B.D. / TO: Building Department FROM: Environmental -Health SUBJECT: Sanitation Clearance pit 0,7 -- Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public ✓ Private Well Clearance for dwelling. Other Final clearange®.K NOTE: 11 Environmental Health Specialist 8/96 >, 4 le� Date /"" 14 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING ISION`1 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT '' �� y ASSESSOR PARCEL NUMBER 039-460-094 ZONING BUILDING PERMIT OWNER SEEGER TELEPHONE - SO. FT, OCC. BUILDING VALUATION 7 .244.00 OWNERS MAILING ADDRESS PO BOX 105, DURHAM, CA 99918 9 U 177550.00 CONTRACTORS NAME OW TELEPHONE T] 400 C v 59200.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDERS MAILING ADDRESS Total Valuation $ 218 236.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 1056.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 686.40 BUILDING ADDRESS 9369 LA ROSE CT DURHAM 95938 Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1785.40 LOT NO. SUBDN6x1NS144ME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SFJ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 16 7.00 112.0 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 _O TYPE OF WORK Newl Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NSF Ll &&=M Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15-00 Mobile Home I S I G I W 920.00 PERMIT FEE $log -no ELECTRICAL PERMIT I Filing Fee 20.00 vORLESS Main Service '..A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P License Class Lic. NO. DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License L w for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO 1000A 46.00 NEW CONST. OWELUNG 3.50SO. CC-Ou�TtOCCUP. FT. ADDNS.EW NOR CONST. MU NON•RESID. 07.50 OWER APPARATUCIR.S 8 SINGLE OURET EX. OCCU OUTLET OR FIXTURES 20 C' 1.00 BAL o .50 11XOWNER-BUILDER Ex. Occup. ounEis RESn.1 EE 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ 206.60 MECHANICAL PERMIT Fling Fee 1 20.00 Heating 2 120.00 40.00 Cooling 2 25.00 50.00 Hood 1 6.50 6.50 Ventilation 3 4.50 13.50 GAS FIREPLACE 1 15.0 .0 PERMIT FEE $ 142.00 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ,�l I certify that in the performance of the work for which this permit is issued, I shall not a loy any person in any manner so as to become subject to workers' ensation laws of California, and agree that if I should become subject to the ers' compensation provisions of section 3700 of the or Code, I shall f wi mply with those provisions. X D to I natur A pli ant - Owner ❑ Contract0 ❑Agent An A permitk4equire for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 o c CONST. TY 2375.00 V OTAL FEE $ HAZ. �. D. F IMP FLOOD CDF PARCEL we PD HD L.) ;SUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicate for which fees have been paid. B Date f d ERMIT EXPIRES ON 7?, /c to Receipt No. rD1242W, WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK-INSP CTOR OLDEN ROD -APPLICANT o N BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District `>' ,l.J Building Department No. A.P. Number Q — !�%„ ()9 44 Jurisdiction: City ��County r c - Property Owner? .e �►P�k' Property Location/Address Subdivision 6. Lot No. v if, .................................................................................................................. Residential Development _ Sq Footage No of Living Mobile Home Addition%; ` ' Supplementalto (Group R) Units Installation Conversion Permit # '(No foundation inspection): ................................................................................................................... Commercial/Industrial Building Department Re Sq. Footage 0 New Addition '(Including Exterior Roofed Areas) ive r Date Y moor rians reviewea oy acnooi uistrict rersonnep District Identification No. �$ % School District certifies that 0 t0fn7C,S &C-�i2T (Applicant) DSV- OT - (Street Address) (Phone Number) -DU reOo' YO eA gS9 3 (City) (State) (Zip Code) has complied with the requirements of Resolution No. representing _ ,3 b -/ square feet by payment of $ School District Representative Date M 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 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If,jsubsequent 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 (CEQAI, 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 00/98)dmm '.�7-.� -B.IJTTE COUNTY PARK FACILITY FEE PAYMENT CERTIFICATION FORM DURHAM RECREATION AND PARK DISTRICT Assessor Parcel Number (s): 6 -�� -. �0 () -0 ( Property Owner (s):', v Project Location/Address: �% P�% xr& -� Subdivison Name: Assessable Square Footage: i Type of Residential Development (check one): New Development IS�ILL■■ Alteration/Addition Mobile Home,(s) k F; Non -,Residential, ta,Resid'entiall . Comments: 0 �J Building Division Represent tive Date Durham Recreation and Park District (DRPD) certifies that Applicant Nam 5 Address 399--992y Applicant Phone Number City, r State 6 ,. ;;Zip Code " f ... 4 ; . ,�6.,. has complied with the requirements of the Butte County Board of Supervisors Resolution No. 93 -.114 by payment for 3G9 c! square feet at $ 1.04 per square foot for a total payment of $ 3, � LI (p .� D,Fi"PD Representative Date PAID BY CHECK No:: BANK No.: 9 0- 3 Sy L) PAID BY CASH: RECEIPT No.: gyy 7 Remarks: DISTRIBUTION: WHITE - APPLICANT PINK - DRPD YELLOW - BUTTE CO. BUILDING DIVISION i.&1..i? r rw� .ar'. r:.�+•..gr �. ;..f+r. x r �au�vi a�.'�r� y.. "a"'Yyty,�a5 , '^ „ �1 ° 3= 6; 3 "{ COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 ! PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER Proposed Building Use: S Counter Technician: `N Date: C9 to Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. _1.. Plot plans, 3 or 4 sets, signedty 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. f4. Engineered truss details and layouts in duplicate. No faxes! Energy compliance design and supporting documentation in duplicate. 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 / Remaining items needed to issue the permit. (May require additional plan review upon receipt of t e following items.) ees as shown on the attached Schedule of Fees Due Sheet ....................................... 15. Statement of Intent for Non -heated and A/C Buildings ...................................... Sanitation and plot plan approval from the Environmental Health Department in---�Ct ❑ 17. City of Chico Plumbing permit......................................................................... ❑ 18. California Department of Forestry plan approval ❑ paid. Sent. by: ...................... ❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... t fJ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). /0 /SU3 �j 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... Letter of Signature authorization.................................................................... Recorded copy of Agricultural Acknowledgment Statement .................................... 'G ❑ 28. Manufactured home uiility 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. . r/ I have been'i o ed the above items and requirements for obtaining a buril i��05 ermit. Applicant: / _ Data: 1 0 Au -P444 s (3) Se75 %L uK,4Cc ) To o &JN6� ce utiTHL /o�z�a�'7"�' 1 Index perm> applicati no`n for the above items numbered. I Plan Chec�—k Letter 2. Additional items required Contractor, designer, owner, was advised cf the above Vaby ❑ phone, Elmail, Elcounter, by Date:Contractor, designer, owner, was ed of the above by hone, ❑ mail, ❑ counter, by Date: Plans reviewed by: a ic- Date: lans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: -810 Note transfer by: Date: Yellnw Rnildino nivicinn COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 C1 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE S fl. BUILDING PERMIT FEES Balance Due ....................... $ Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee ............. 2. SCHOOL DISTRICT FEES (paid at District Office) (Available after Plan Check) 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. Commercial (sq. ft.) ............ -x-=$ Sq. ft. Amt. 7q1 CREATIONAL 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 $2500.00 (paid at Building Division) 10. OTHER A.P. # d ✓ 7 P /fa 64-0E� DATE 6 IJ/3 At time of permit pli on, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed d 4theplan checking process. I APPLICANT D Pursuant to ovemment C de Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner ' (Rev. 6/00) O.B.- I OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit" will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed Aproperty improvement: YES$ NO ❑ HAVE 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: PRONE: 4. I plan to provide supervise, and pr( NAME: R'S LICENSE NO. work, but I have hired the following person to coordinate, CONTRACTOR'S LICENSE NO. 5. -ewill provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK DATE: NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit OVER l _ JO.A- I r i OWNER BUILDER,INFORMATION Dear Property Owner: J r An application for a building permit has been submitted in your name listing yourself as the buildei 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.. z, r 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 allpermits for whichthey 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 piotection: w ♦ 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. j ♦ For more specific information about your obligations -under Federal Law, contract the Internal RevenuerService (and, ifyou wish, the U.S. Small Business Administration). For more specific information'about youi 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. } I 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 1020N 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, Ml A �IMM ,'1 C_:,t�ira, C.B.O ger, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the Californid Health and Safety Code. FID -9111 UjyTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES - BUILDIJG DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) /36-7541 PERMIT NO APPLICATION AND PERMIT n �''�(�� 1 BUILDINGPERMIT r OCC. BUILDING VALUATION � :?,;)- 6,) 1 —4 .1 es � N° 8 A=R*z mum µAu"D ADDRESS DNS TRU MO" MICER 7,-? 4z F U� - X� ©-C:-)qX)C SA r4tAm L Y t�1,Tt r 76 � • � �� PERMIT FEE s Total Total Valuation $ - 0 0 ELECTRICAL PERMIT RG"fiECT OR D=um 20.00 uGE�sE MD. Fee S 2 0.0 0 Permit Fee (� S 46.00 paarEGT bR p+DwEfxs ww/aG ADDRESS Plan Checking Fee S' 3.5C wan ►aN r,Es Energy Plan Checking Fee S o< 3 V Ex. Occuf S m eAI- o so Firing Fee �-p PERMIT FEE s — aTlro.• --•--�� ..._._ CLw7 sio"slue .---------�-��--�'�r. � �� _-- ---._..._.. ..... PLUMBING PERMIT Feng Fee 20.D0 .-Each Trap._.._.—.. ---- —!i 41---'7.'00 =,,;x_ USEOFSTRUCTURE >F Duplex O Mobilehome O Other sem► Solar or heat pump water heater Ventilation 23.00 Water piping 15.00 (� Each gas water heater or vent 15.DD j ^ Addition 0 Describe Work TYPE OF WORK Remodel O UuTities O Installation D Other ❑l M } ice/ c Gas piping BYS'Ll3m' 1 - 5 outlets 15.00New Building sewer 15. DO Mob1e Home S G W @20.00 Energy Inspection Fee F U� - X� ©-C:-)qX)C SA r4tAm L Y t�1,Tt r 76 � • � �� Ex. Occup.OUTL APF MM U PERMIT FEE s / Cad - 0 0 ELECTRICAL PERMIT I Firing Fee 20.00 Main Service 2"0 ca u�ss 23.00 �3 Main Service zow TO IOWA 46.00 23.00 KEW DONST. OR ADOW, DWEL M oxur. ( i AGC. W DSrdely . 3.5C i ►aN r,Es 4=21-7@7sD S�O Ex. Occuf POWER AP7AR+S71S a soroLE ciR ounET OR FM' UM m eAI- o so Firing Fee Ex. Occup.OUTL APF MM U 5.00 Temporary Service 23.DD Mobile Home Facilities 20.00 Wsc. Wiring 23.00 PERMIT FEE S�O MECHANICAL PERMIT Firing Fee 2D DO Heating 2 j — U CoDrin Hood 6.5 0 Ventilation La3 3"� Q.O ks — PERMIT FEt: Moble Home Installation Fee S Energy Inspection Fee S a QD `r "E TOTAL FEE $ It4Z� D. FEES I 9iµ FLOOD CDF CEL ' This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON - IDefo) I` ENCROACHMENT PERMIT County of Butte Department of Public Works 7 Count Center Drive Oroville, CA 95965 Phone (530) 538-7157 Ext. 2016 Fax: (530) 538-4356 Download Fortes: www.buttecounty.net/pubhcworks/forms.html NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Phone (530) 538-7157 Ext. 2016 Permit Number 03 / 3 7Y E District APPLICATION I / WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads and highways, all in accordance with County ordinances and general laws. All information exce t signature must be typed or legibly rinted. 1. Applicant's Name: 1 a. Company Name: 2. Address: .O ds-DLW4kA&A GA qj Be-) 3. Phone: 36) �9 �2 4. Assessor's Parcel Nu ber: . O9 5. Location of Work to be Done q CA 90952S 1 6. Applicant's Signature 7. Date: a CONTRACTOR'S INFORMATION 8. Contractor's Name 5 9. Address 10. Phone: 11. Fax: 12. Contractor's License Number: 13. Certificate of Insurance: Yes ❑ No: ❑ 14. Contractor's Signature: 14a. Date Signed: 15. Authorized Agent: - TYPE OF WORK TO BE DONE 16. Please Check: Curb: ❑ Gutter: ❑ Sidewalk: ❑ 17. Driveway (List Type): 18. Other: PERMIT GRANTED In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this permit form) and special conditions written below, permission is hereby ted. 19. Conditions —P/ace n 'on r✓ r1—t aCl CX S;de Underground Service Alert .S.A. must be notified two working days prior to any excavation. 800-227-2600 20. ® All work shall conform to accompanying: Detail O Plans )4 Special Conditions 0 21. Date Issued 1 U /�� a3 22. Expiration Date: /0t G 1 � 23 Surety: rS Mike Crump, Director of Public Works By: — Note: it permits are taxed to any number besides (530) 5384356, they can be delayed up tone week. Page 1 of 2 General Conditions — See Page 2 GENERAL CONDITIONS 1. It is understood and agreed that the County has prior right to the use of its rights of way_ It is further understood and agreed by the Permittee that the doing of any work under this permit shall constitute an acceptance of all the provisions contained herein and failure on the Permittee's part to comply with any provision will be cause for revocation of this permit Except as otherwise provided for public agencies and franchise holders, this permit is revocable at any time. This permit is to be on job at all times while the work is being done. 6 2. All work shall be done subject to the supervision of and to the satisfaction of the Public Works Department of the County of Butte. The Permittee shall, at all times, during the progress of the work, keep the County Highway in as neat and dean a condition as is possible and upon completion of the work granted herein, shall leave the County Highway in a thoroughly neat, dean, and usable condition. 3. The Permittee agrees by the acceptance of this permit to properly maintain any encroachment placed by the Permittee on any pad of the County Highway and to immediately repair any injury to any portion of the highway, which occurs as a result of the encroachment, until such time as the Permittee may be relieved of the responsibility of such encroachment by the County Department of Public Works. 4. It is further agreed by the Permittee that whenever construction, reconstruction, or maintenance work upon the highway mayrequire the installation provided herein shall, upon request of the County Department of Public Works, be immediately moved by and at the,sole expense;of the Permittee. 5. No material used for fill or backfill in the construction. of the encroachment` shall be, borrowed or.�;enfrom within the rCounty rightway....,, 6. At least one lane of any public ;road, under the jurisdiction of the Board of Supervisors of Butte County,, and other publlc'roads junctioning or intersecting therewith, shall bekep 't open'fontravel by the general public at all times. No public road under the iun5dicti6n of the Board shall be dosed to travel by the general public without special permission, in writing, from the,Boarrd of,Supervisors. ; Z'. ozr 7. The Permittee, by the acceptance of this pqrmit, shall assume full responsibility for all liability for personal injuryo* damage to property which may arise out of the work herein permitted or whlch•may'ad a out of the failure on the part of the Permittee td do the work provided for under this permit In the event any claim of such liability is made against the County of butte or any department, official, or employee thereof, the Permittee shall defend, indemnify, and hold them and each of them harmless for such claim, 8. All excavations shall be backfilled and compacted immediately afteF wo4therein has been,00mpletw. renches shall not be left open farther than 300 feet in advance of pipe laying operations or 200 feet to the rear thereof, unless otherwise permitted by the Engineer. Unless otherwise permitted under the Special Conditions, backfill shall be place and mechanically compacted in such a manner that the relative compaction throughout the entire fill within the County road right of way shall conform to the percentage of compaction as stated below. Permittee shall notify foreman 24 hours before backfilling and/or paving. a. The relative compaction from the bottom of excavation to a plane five feet (6) below finish surface grades shall be no less than ninety percent (90%) as determined by Test Method No. Calif. 216-0 of the Materials and Research department, State of California, Transportation Department, Division of Highways, or other approved test method.. b. The relative compaction from a plane five feet (6) below the finish surface grade to said finish surface grad shall be no less than ninety-five percent (95%) as determined by the above testing method. Permittee shall bear all costs and responsibility for compaction tests. c The relative compaction from a plane five feet (5') below the finish surface grade to said finish surface grad shall be no less than ninety-five percent (95%) as determined by the above testing method. Permittee shall bear all costs and responsibility for compaction tests. Material for use as trench backfill in any existing or proposed roadway section shall be sand, shall be place in 8' lifts, and be compacted to a relative compaction of not less than 95%. Material for use as backfill in roadside gutter excavations shall be the native material and be compacted to a relative compaction of not less than 90%. ; Any pavement cutting shall be scored, or saw cut before trenching. ; ' ` � ^. � .: } : ; j`• � ! �?` :'j � , '• + t •til :"1 �3 1 L• . , .0 • Minimum depth of cover` ovei all uKderground facilities shall be 30 inches, except drainage culverts. Cl 1 AO installations, parallel with roadway, shall be placed as dose to the right-of-way line as possible. No portion of the backfill(s) shall be compacted by ponding or jetting. All pavements, curbs, gutters, sidewalks, borrow ditches, pipes, headwalls, road signs, trees, shrubbery, and/or other permanent road facilities impaired by or as a result of construction operations at the construction site(s), or at other ground(s) occupied by materials and/or equipment, shall be restored immediately upon backfilling or the excavation to the original grades and cross sections, and to a oondition as good as, or better than, existed prior to the construction. All surfacing materials of roadways and driveway approaches cut or damaged by or as a result of oonstrudion operations, shall be replaced within ONE WEEK following the backfilling of excavation, weather permitting, with compacted layers of surfacing materials at least as thick as the. existing, and no less than two inches (2') of asphalt concrete over eight inches (8") of aggregate base, according to current California State Specifications. 9. Whenever necessary to secure permission from abutting property owners, such authority must be secured by the Permittee prior to starting work. safety. g public shall' be iven.eve consideration in the Location and n.. r v '� 10. The future safe and convenience of the traveling l ' 9 ry type of construction Permittee shall cause to be placed, erected, and maintained all warning signals,'fights, barricades, signs, and ottier devices or measures essential to safeguard travel by the general public over and at the site of work authorized herein: `,s r 11. If the construction worts covered by this -'permit is to be done by a private contractor hired by the applicant, applicant shall notify contractor as to the special conditions and requirements contained herein. Page 2 of 2 ENCROACHMENT PERMIT 63 -16 �� County of Butte Department of Public Works 7 Count Center Drive Oroville, CA 95965 Phone (530) 538-7157 Ext. 2016 Fax: (530) 538-4356 Download Forms: www.buttecounty.net/pubhcworks/forms.btml NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Phone (530) 538-7157 Ext. 2016 I Permit Number 03 / 3 7q District ' � � I APPLICATION I / WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads and highways, all in accordance with County ordinances and general laws. All information except signature must be typed or legibly rinted. 1. Applicant's Name: �iJ 1 a. Company Name: I 2. Address: •O . CA g5R38 3. Phone: 9 2 4. Assessor's cel. LWI:. . O9 y9!39 5. Location of Work to be Done/,93661%SE &r 1' A CA 6. Applicant's Signature7. Da : a kvX/Z) 3 CONTRACTOR'S INFORMATION 8. Contractor's Name 9. Address 10. Phone: 11. Fax: 12. Contractor's License Number. 13. Certificate of Insurance: Yes ❑ No: ❑ 14. Contractor's Signature: 14a. Date Signed: 15. Authorized Agent: TYPE OF WORK TO BE DONE 16. Please Check: Curb: ❑ Gutter: ❑ Sidewalk ❑ 17. Driveway (List Type): 18. Other. PERMIT GRANTED In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this permit form) and special conditions written below, ermission is hereby ted. 19. Conditions /a / GF 7 � 1 ae rr ion m G ; r7 —I back Underground Service Alert .S.A must be notified two working days prior to any excavation. 800-227-2600 20. 19 All work shall conform to accompanying: Detail D Plans )4 Special Conditions D 21. Dau Issued ,�� 22. Expiration Date: !U /,:%,& � 23 Surety r i Mike Crump, Director of Public Works By: ** Note: If permits are faxed to any number besides (530) 5384356, they can be delayed up tone week. Page 1 of 2 General Conditions — See Page 2 GENERAL CONDITIONS 1. It is understood and agreed that the County has prior right to the use of its rights of way. It is further understood and agreed by the Permittee that the doing of any worts under this permit shall constitute an acceptance of all the provisions contained herein and failure on the Permittee's part to comply with any provision will be cause for revocation of this permit Except as otherwise provided for public agencies and franchise holders, this permit is revocable at any time. This permit is to be on job at all times while the work is being done. 2. AA work shall be done subject to the supervision of and to the satisfaction of the Public Works Department of the County of Butte. The Permittee shall, at all times, during the progress of the work, keep the County Highway in as neat and dean a condition as is possible and upon completion of the work granted herein, shall leave the County Highway in a thoroughly neat, dean, and usable condition. 3. The Permittee agrees by the acceptance of this permit to properly maintain any encroachment placed by the Permittee on any pad of the County Highway and to immediately repair any injury to any portion of the highway, which occurs as a result of the encroachment, until such time as the Permittee may be relieved of the responsibility of such encroachment by the County Department of Public Works. 4. It is further agreed by the Permittee that whenever construction, reconstruction, or maintenance work upon the highway may require the installation provided herein shall, upon request of the County Department of Public Works, be immediately moved by and at the, sole expense of the Permittee. •.r e 5. No material used for fill or backfill in the construction of the encroachment shall be, borrowed ontaken from within the County right,of way. 6. At least one lane of any public road, under the jurisdiction of the Board of Supervisors of Butte County, and other public roads junctioning or intersecting therewith, shall be kept open fortravel by the general public at all times. No public road under the jurisdiction of the Board shall be dosed to travel by the general public without special permission, in writing, from the Board of.Supervisors. T. The Permittee, by the acceptance of this pgrmit, shall assume full responsibility for all liability for personal injury or damage b properly which may arise out of the work herein permitted or which:may arise out of the failure on the part of the Permittee to do the work provided for under this permit In the event any claim of such liability is made against the County of Butte or any department, official, or employee thereof, the Permittee shall defend, indemnify, and hold them and each of them harmless for such claim, 8. Al excavations shall be backfilled and compacted immediately aftet worWtherein has been •completed trenches shall not be left open farther than 300 feet in advance of pipe laying operations or 200 feet to the rear thereof, unless otherwise permitted by the Engineer. Unless otherwise permitted under the Special Conditions, backfill shall be place and mechanically compacted in such a manner that the relative compaction throughout the entire fill within the County road right of way shag conform to the percentage of compaction as stated below. Permittee shall notify foreman 24 hours before backfilling and/or paving. a The relative compaction from the bottom of excavation to a plane five feet (6) below finish surface grades shall be no less than ninety percent (90%) as detemhfned by Test Method No. Calif. 216-C of the Materials and Research department, State of California, Transportation Department, Division of Highways, or other approved test method. b. The relative compaction from a plane five feet (5) below the finish surface grade to said finish surface grad shag be no less than ninety-five percent (95%) as determined by the above testing method. Permittee shag bear all costs and responsibility for compaction tests. a The relative oompadion from a plane five feet (5) below the finis) h surface grade to said finish surface grad shag be no less than ninety-five percent (95%) as determined by the above testing method. Permittee shag bear all costs and responsibii'ity for compaction tests. 'Material for use as trench backfill in any existing or proposed roadway section shall be sand, shall be place in 8' lifts, and be compacted to a relative compaction of not less than 95%. i Material for use as backfill in roadside gutter excavations shag be the native material and be compacted to a relative compaction of not less than 90%. Any pavement cutting shag be scored, or saw cut before trenching. Minimum depth of cover over all underground facilities shag be 30 inches, except drainage culverts. All installations, parallel with roadway, shall be placed as dose b the right-of-way Ane as possible. No portion of the badcfiA(s) shag be compacted by ponding or jetting - AJ pavements, curbs, gutters, sidewalks, borrow ditches, pipes, headwalls, road signs, trees, shrubbery, and/or other permanent road facilities impaired by or as a result of construction operations at the construction srte(s), or at other ground(s) occupied by materials and/or equipment, shall be restored immediately upon backfilling or the excavation to the original grades and cross sections, and to a condition as good as, or better than, existed prior to the construction. AA surfacing materials of roadways and driveway approaches cut or damaged by or as a result of construction operations, shall be replaced within ONE WEEK following the baddigmg of excavation, weather permitting, with compacted layers of surfacing materials at least as thick as the existing, and no less than two inches (2) of asphalt concrete over eight inches (8r) of aggregate base, accordmg to current Cafifomia State Specifications. 9. Whenever necessary to secure pemhission from abutting property owners, such authority must be secured by the Permittee prior to starting work. 10. The future safety. and convenience of the traveling public shag be given every consideration in the location and type of construction.. Permittee shall cause to be placed, erected, and maintained all waning signals, fights, barricades, signs, and other devices or measures essential to safeguard travel by the general public over and at the site of work authorized herein. 11. If the construction work covered by this permit is to be done by a private contractor hired by the applicant, applicant shall notify contractor as to the special conditions and requirements contained herein. Page 2 of 2 James & Brenda Seegert P.O. Bog 105 Durham, CA 95938 (530) 899-8924 September 22, 2003 Butte County Building Division 7 County Center Drive Oroville, CA 95965 ATTN: Linda Simpson RE: Use of Wine Cellar Seegert Residence Assessor Parcel #039-460-094 Building Permit #03-1664 Dear Linda: When designing the space allocated for the wine cellar, the building code and the supplemental interpretation manual for the code.was reviewed and considered. My understanding of this section of the code involves protection of occupants in all living areas, specifically those considered sleeping areas, with the basis of concern involving injuries or death caused by fires while you are sleeping. With this in mind, the wine cellar is in no way intended for use as a 'living' or especially 'sleeping' area. It could be somewhat comparable to a Walk-in' closet, although the wine cellar would be less frequented than even the closet. Please note that the cellar is not conditioned in any way, rendering 4 unusable as a living space. Additionally, there will be permanently mounted wine racks installed in the space, again rendering it.unusable as a living space. Please let me know if there are any further questions or clarifications. �;rr . SITE PLAN REVIEW APPLICATION y Permit Number (if applicable) Q'S -1 66 APPLICANT INI Owners Name: Owners Address: Telephone No.: Situs Address: Proposed Use: Re idential New Single Family Residential - F -1 Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition O er )N—Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary); Parcel Size: ) 10 2-A e- ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved _ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By Date Page 1 of 5 { ALL ITEMS CHECKED APPLY,TO THE PROPERTY 3 i Parcel Is In: ❑ Snow Load Area: ' ❑ Land Conservation Act Minimum Acreage: ❑ Verify' residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ` ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain:.{ (See attached) • Flood Zone: • Flood Panel No.: ®'S`� -(�('� , Index Date: P ❑ Sacramento River Reclamation District (Approval must be obtained from the California Rclamation Board) e ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See, attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ` ❑ Use Permit ❑ Minor Use Permit El Minor Variance El Administrative Permit ❑ Variance ------------------------------ --.. ❑ Detached Building Use Form ❑Encroachment Permit` ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: F 1 Applicable Building Setbacks: r Zoning Code Streets & Highways !"Fire Prevention Subdivision Map Fronti Side �` t Side Street Rear Y • Height s - Waterway N/A N/A ❑ Setbacks drawn on site Plan. ❑CDF approval •needed for encroachments into, SRA setbacks. } ix Page 2 of 5 Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other ----------------------------------------------------------------------------- Subdivision Map Special Fees El Water Tender ❑ Road Improvement ❑' North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 Subdivision Map/Parcel May: Map Date of Recording: Ca- J S -e) 2 Lot: ❑ Use Permit/Minor Use Permit Permit Number: Book: Page:3 7 Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler, systems shall be ' installed in accordance with the National Fire Protection Association Standard' for installation of. sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard -13D, unless a pressurized community water system, with hydrants that meet the Fue Department specifications, serves the parcel. Ej { Wood stoves and fireplace inserts shall be EPA approved and designed'toameet the emission requirements of the California Clean Air Act of 1988, as amended.- El mended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control P;( must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. } r ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required.. i ❑ Measures shall be taken to control fugitive dust emissions from all drive lay and other civil construction associated with residential development. Approved dust control measures are found in'the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the�Butte County Department of Development Services; Building Division." , , ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa ❑0 101 Page 4 of 5 _ /VVES i. Ti -RS SHEET SHOWS ADDITIONAL INFORMATION. IS FOR ADDITIONAL INFORMATION PURPOSES ONLY. DES(RIiM CONDITIONS AT THE TIME OF FILING AND IS NOT INTENDED TO AFFECT RECORD TITLE INTEREST. 2 A SOLID FENCE CHAIN LINK. BRICK. BLOCK OR StMlU4R MATERIAL, NOT WOOD. A MINIMUM OF SIX FEET IN HEIGHT SHALL BE INSTALLED ALONG THE SOUTHERN AND WESTERN PROPERTY LINES OF THE PROJECT. PRIOR TO ISSUANCE OF BUILDING PERMITS FOR ANY RESIDENCE IN PHASE 4. 3. DEVELOPMENT OF ALL LOTS IN THIS SUBDIVISION WILL REQUIRE CONNECTION TO A PUBLIC WATER SUPPLY. 4. SHOULD ANY ARCHAEOLOGICAL OR CULTURAL MATERIALS BE ENICOUNTEItED DURING SITE SHALL CEASE AND ARCHAEOLCOG CAL CONSULTATION SHALL BEMENT IMMEDIATELY RETAINED. 5. ALL ALMOND TREES SHALL BE REMOVED FROM THE PROPERTY. REMOVAL OF SHOULD ACTIVE FS TREARMING CONTINUE AS THE PRROJECAN FOLLOW THE PROPOSED CTA S G PLAN DEVELOPED. 6. A DEVELOPMENT IMPACT FEE FOR SHERIFF'S FACILITIES SHALL BE PAID PURSUANT TO THE PROVISIONS OF CHAPTER 3. ARTICLE II OF THE BUTTE COUNTY CODE. PRIOR TO ISSUANCE OF BUILDING PERtAITS OR USE PERMIT IN THE CASE OF A MOBILE HOME PARK. SAID FEE AMOUNT WILL BE DETERMINED AND CALCULATED AS OF THE DATE OF APPLICATION FOR THE BUILDING PERMIT OR USE PERMIT. 7. ALL OAK TREES ON THE PROPERTY SHALL BE PRESERVED lr- EXCEPT FOR THOSE REQUIRED FOR ROADS. DRIVEWAYS, OR BUILDINGS. A NO DISTURBANCE SETBACK SHALL BE PROVIDED COMMEFMG FROM THE OUTER EDGE OF THE OAK TREE CANOPY. 6-18- 0?, ADDITIONAL INFORMATION SHEET € UJ:9HAM ,AND ESTATES PHAS 4 A PUSW Sir SUSONSKM DEM A PO 170N OF !HE REMAININGLANO91 Qom' C R,JPHAM LA NL ESTATES PHASE I 9 K 167 OF&WA PAGE 71--74, ALIO SENO A f�dl ' 1 Ole T IE SOUTHEAST 1, 4 OF SSC77ON 26. TOWNSHIP 2.1 N R RANOL 1 EA-�.-N� A �'OOR77ON September 8, 2003 James Seegert P. 0. Box 105 Durham, CA 95938 0 0, Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 039-460-094 Building Permit Number: 03-1664 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. NON-STRUCTURAL COMMENTS: lease provide a letter from the engineer that he has reviewed the trusses and they conform to his design. find the house to have 3486 square feet of conditioned space. School and park fees are due for the conditioned and unconditioned space for a total of 3699 square feet. 3. You must provide an emergency egress window or door to the outside from the wine cellar. S RUCTUR.AL COMMENTS- Vo OMMENTS: VP Ovide a foundation between bedroom #1 and bedroom #2 to support the C trusses. rovide truss engineering to support the loads from the two attic furnaces. 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 Linda. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check iteins. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. �'daimpson ilo Hunt, P.E. Plans Examiner Plan Check Engineer cc: Dan Dobbie, P.E. we o �.� T TE. o ° o RESIDENTIAL PLAN REVIEW GUIDE ° -%_.~ ° SINGLE FAMILY, DUPLF.XAND '0 MISCELLANEOUS MY Owner.Building Permit Number: d — /� (p, C/ Plans Examiner: �i/idct 5��Tjo�'n A. P. Number: b GEL ERAL: . Zoning requirements — (number of permitted living units). Plans signed by the designer. roper description of work on the application. cisting violations on the property. Recorded notice of violation. ' Building permit valuation. PLOT PLAN: Complete parcel size and dimensions. Setbacks, side yard, easements. etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard Special conditions on Parcel Map: Noise ❑ SR_a ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal :did Route and/or Federal Aid Secondary Route setback requirement. Building or utilities 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 UBC section 106.3.3). 104', of natural light and 5% of ventilation (Uniform Building Code section 1203)). Escape or rescue windows shall have a minimum net clear openable arta of 5.7 square feet The minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall bt: 20". When «indo« s are proNrided as a means of escape or rescue, they shall have a finished sill height not more dtaat 44" above the flcor (Uniform Building Code section 310.4). SkN-lights (Uniform Buildirig Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ailing 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 ailing height of not less don 7 feet measured to the lowest Droiection from the ailing (Uniform Building Code section 310.6.1 All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 lied in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFC( in baths. prage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters «hick depend on the combustion of fuel shall not be installed in a room used or designed to be purposes, bat used for sleeping hroom, clothes closets or in a closet or other confined space opening iti na bath or bedroom (L;niform Plumbing Code section 509.0). Fuel burning equipment shall not be installed is a closet, ballroom or a room readily usable as a bedroom. oris a room. compartment or alcove opening directly into any of these (Uniform Mechanical Code seedo 304.4 Garage firewall separation - required on garage side including supporting walls and posts (Unillbrm 8 Code section 302.4 exception lt3). Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (C;niforn Building Code section 312.4). Wood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). �mok. detectors (Uniform Building Code section 310.9.1). Page 1 of 2 Water closet clearances (Uniform Plumbing Code 408.5). Simper compartment mum 1024 sq. in & 30" circle (Uniform Plumbing Code 412.7). g walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support leads (Uniform Building Code section 1806.5). STRUCTURAL DETAILS: Beed mall panels shall start at not more than 8 feet from each end of a braced wall line. Braced u-4 panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on anter in both the longitudinal and transverse directions NBC section 2320.4. 1.) Braced w211 lines must be continuous throughout the strrcnue. 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 designees "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Clerestory requiring balloon framing and/or engineering. Foundation plans complete enough to construct building (Uniform Building Code Table 184-C). Floor constriction details complete enough to construct building. ovations and wall construction details complete enough to construct building Roof construction details complete enough to construct building. Fireplace construction details and calculations if necessary. Garage door header size(s). orcb header size(s). Typical header size(s). Stud heights. High expansive soil — special foundation design required. Ruining walls requiring design. . C*, s= wallboard nailing inspection required. the area below the lowest floor is fully enclosed, than a mire 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 proNided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. . Electric, beating, ventilation, plumbing and air conditioning equipment and other service facilities shall g designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS ITEMS: Stairway details — landings, rise and run head clearance. handrails(UniformBuilding Code section 1003). Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). Fxurior 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 1004.3.3.2). Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 8 2306.7). . Attic access and ventilation (Uniform Building Code section 1505). Sound requirements. ,Wtnergy design compliance and supporting documentation. } CDF responsible area requirements. BUILDING PERMIT REQUIREMENTS: 1. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire SprinUers required 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6- ❑ Sub -Standard Housing lever. Pace -- of DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Telephone/Fax (530) 345-4743 Mdobbie(aks.com September 18, 2003 Job No. 3017 County of Butte Building Division 7 County Center Drive Oroville, CA 95965 Re: Seegert Residence, Durham, APN 039-460-094, Building Permit Number, 03-1664, Roof Truss Review Dear Building Official, I have reviewed the roof truss calculations for the above project provided by Truswal Systems dated June 3, 2003, and found them to conform to the overall design of the building project. I have reviewed the truss design for dead plus live loads and drag loads as required per my design and found them to be in agreement. ?ReectpfullyE C42028 September 24, 2003 James Seegert P. O. Box 105 Durham, CA 95938 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 039-460-094 Building Permit Number: 03-1664 Per the Building Official, based on the CBC and our developed use matrix, you must provide an emergency egress window or door to the outside from the wine cellar. 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. 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 Plans Examiner 1 of 1 yv� 03 cd4 012-l' James & Brenda Seegert P.O. Box 105 Durham, CA 95938 (530) 899-8924 October 8, 2003 Butte County Building Division 7 County Center Drive Oroville, CA 95965 ATTN: Mike Vieira/Scott Rutherford RE: Use of Wine Cellar Seegert Residence Assessor Parcel #039-460-094 Building Permit #03-1664 Gentlemen: The basement area shown on the drawings shall be utilized as a wine cellar only. This area will not be used as a living or sleeping area in any way. Please let me know if there are any further questions or clarifications. Ie rely, James & Brenda Seegert P.O. Boa 105 Durham, CA 95938 (530) 899-8924 September 22, 2003 Butte County Building Division 7 County Center Drive Oroville, CA 95965 ATTN: Linda Simpson RE: Use of Wine Cellar Seegert Residence Assessor Parcel #039-460-094 Building Permit #03-1664 Dear Linda: When designing the space allocated for the wine cellar, the building code and the supplemental interpretation manual for the code_was reviewed and considered. My understanding of this section of the code involves protection of occupants in all living areas, specifically those considered sleeping areas, with the basis of concern involving injuries or death caused by fires while you are sleeping. With this in mind, the wine cellar is in no way intended for use as a 'living' or especially 'sleeping' area. It could be somewhat comparable to a Walk-in' closet, although the wine cellar would be less frequented than even the closet. Please note that the cellar is not conditioned in any way, rendering it unusable as a living space. Additionally, there will be permanently mounted wine racks installed in the space, again rendering it unusable as a living space. Please let me know if there are any further questions or clarifications. �:Roo BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION (IVR): (530) 538-4365 OFFICE: (530) 538-7541 FAX#: (530) 538-2140 ONLINE PERMIT/RENEWAL PAYMENTS: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 9369 LA ROSE COURT Owner: permit No: B08-0859 APN: 039-460-094 SEEGERT, JAMES Issued Date: 07/01/2008 By KEJ Permit type: MISCELLANEOUS P O BOX 105 Subtype: Patio Cover/Cvd Pch DURHAM, CA 95938 Expiration Date: 07/01/2009 Description: POOL HOUSE 400 SQ.FT. (530) 899-8924 Occupancy: Zoning: Contractor Applicant: Square Footage: SEEGERT, JAMES Building Garage Remdl/Addn P O BOX 105 DURHAM, CA 95938 Other Porch/Patio Total (530)899-8924 400 400 FEE INFORMATION DBEH Building Review Fee $78.90 DBMSC Patio Cover/Covered Pore $223.00 DBSMIP Residential $0.64 Total Charged: $302.54 Fees Paid: $302.54 Balance Due: $0.00 Receipt No: B7307 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contraciot (Name) , ._ State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law (Chapter 9 (commencing with Section 7000) is in full force and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 07/01/2008 the applicant to a civil penalty of not more than five hundred dollars [$500j; Please check one of the following: Contractor's Signature Date AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR WORKERS' COMPENSATION DECLARATION FFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does 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 E]I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). ❑ I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Professions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). Carrier: Policy Number: Exp. Date: (This section need not be completed if the permit rs or one hundred dollars ($100) or less.) ❑ I AM EXEMPT under Section B. 8 P.C. for this reason: CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ED, I shall not employ any person in any manner so as to become subject to the Workers' K-11npensation Laws of California, and agree that if 1 should become subject to the workers' X 07/01/2008 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those wner's Signatu Date pr ons. X Jai07/01/2008 I hereby certify that I have read this application and slate that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Sig ure Date WARNING: FAILURE SECURE WORKERS' ENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJEC AN EMPLOYER TO CRIMI AL PENALTIES AND CIVIL FINES UP TO ONE injury, including death, and property damage caused by, arising out of, or in any way connected with HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the operty caner a a rized to act o he property ow ars behalf. CONSTRUCTION LENDING AGENCY IK _ 07/01/2008 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for ame rmittee SI Print Date the performance of the work for which this permit is issued. (3097 civ. code) �ner F� Contractor OR. E]Agent for Owner ❑Agent for Contractor FILE COPY Lender's Address City State Zip 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 OWNER -BUILDER INFORMATION An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a 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 $500 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 government as an employer and you are subject to several obligations including state and federal ° income tax withholding, federal social security taxes, workers/ compensation insurance, disability insurance costs, and unemployment compensation contributions. There may be financial risks to you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. ° For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through thier own employees, without a license contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor 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 contacting the Contractors' State License Board's automated telephone information system at 1-800-321 -CLSB (2752) or by accessing thier website at www.CSLB.ca.gov. PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER -BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTILL THE VERIFICATION IS RETURNED. OWNER BUILDER VERIFICATION PLEASE COMPLETE THIS FORM AS REQUIRED BY THE STATE OF CALIFORNIA (SENATE BILL NO. 831 EFFECTIVE JULY 1, 1980). NO BUILDING PERMIT WILL BE ISSUED UNTIL THIS VERIFICATION IS RECEIVED. 1. I PERSONALLY PLO PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMENT. R NO) 2. I HAV VE 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 CITY PHONE CONTRACTORS LICENSE NO 4. I PLAN TO PROVIDE PORTIONS OF THE WORK, BUT I HAVE HIRED THE FOLLOWING PERSON TO COORDINATE, SUPERVISE, AND PROVIDE THE MAJOR WORK: NAME ADDRESS CITY PHONE CONTRACTORS LICENSE NO 5. I WILL PROVIDE SOME OF THE WORK BUT I HAVE CONTRACTED (HIRED) THE FOLLOWING PERSONS TO PROVIDE THE WORK INDICATED: NAME ADDRESS PHONE TYPE OF WORK Description: POOL HOUSE 400 SQ.FT. Reference Number: B08-0859 Applicant Name: SEEGERT, JAMES Owner's Name: SEEGER MES AP # : 039-460-094 Signature of Property Owner:.. Date: —_ �t) 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 OWNER -BUILDER INFORMATION An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a 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 $500 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 government as an employer and you are subject to several obligations including state and federal ° income tax withholding, federal social security taxes, workers/ compensation insurance, disability insurance costs, and unemployment compensation contributions. There may be financial risks to you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. ° For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through thier own employees, without a license contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor 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 contacting the Contractors' State License Board's automated telephone information system at 1-800-321 -CLSB (2752) or by accessing thier website at www.CSLB.ca.gov. PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER -BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTILL THE VERIFICATION IS RETURNED. OWNER BUILDER VERIFICATION PLEASE COMPLETE THIS FORM AS REQUIRED BY THE STATE OF CALIFORNIA (SENATE BILL NO. 831 EFFECTIVE JULY 1, 1980). NO BUILDING PERMIT WILL BE ISSUED UNTIL THIS VERIFICATION IS RECEIVED. 1. 1 PERSONALLY PLAN -To PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMENT.((YE R NO) 2. I AV 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 Cl PHONE CONTRACTORS LICENSE NO 4. I PLAN TO PROVIDE PORTIONS OF THE WORK, BUT I HAVE HIRED THE FOLLOWING PERSON TO COORDINATE, SUPERVISE, AND PROVIDE THE MAJOR WORK: NAME ADDRESS CITY PHONE CONTRACTORS LICENSE NO 5. I WILL PROVIDE SOME OF THE WORK BUT I HAVE CONTRACTED (HIRED) THE FOLLOWING PERSONS TO PROVIDE THE WORK INDICATED: NAME ADDRESS PHONE TYPE OF WORK Description: POOL HOUSE 400 SQ.FT. Reference Number: B08-0859 Applicant Name: SEEGERT, JAMES Owner's Name: SEEGERT, JAMES AP # : 039-460- 94 Signature of Property Owner: Date: —7 e BUTTE COUNTY o�vTTF0 DEPARTMENT OF DEVELOPMENT SERVICES PERMIT C ° BUILDING PERMIT APPLICATION* * NO. ° OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 c_ = ::�+ =Y�_�a 0 A FEE WILL BE REQ_ UIRED AT TIME OF APPLICATION ' Website: www.buttecounty.net/dds BIN # (IN ' y PLEASE PRINT CLEARLY "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 sielc, e_A First Name s Mailing Address La - City State - 1 Zip Cz U Phone � g, ^ C/1„y Fax E-mail `4h es+e_t I b CONTRACTOR Name 1 Address City State Zip Phone Fax E-mail Lic. # Class APPLICANT SIGNATURE PROJECT LOCATION AP# Ds� Property Address 'Y City 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: Sq FT- Living Garage Open Gov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: ARCHITECT/ENGINEER Name �� JL Dan 06016k_ Address IT -Q5 I ch ec City Zip 1933 , State i Fax E-mail CA Phon �J 3 F -30 ._ 4.a 3 E-mail State Lice se,N b APPLICANT SIGNATURE PROJECT LOCATION AP# Ds� Property Address 'Y City 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: Sq FT- Living Garage Open Gov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: APPLICANT INFORMATION Name r �� JL Address La O ity cit"-Di o State Zip 1933 , P n -�. Fax E-mail APPLICANT SIGNATURE PROJECT LOCATION AP# Ds� Property Address 'Y City 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: Sq FT- Living Garage Open Gov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning ., Flood Zone SRA I Yes o Occ. Type Cbnst. 4� �Gz.sy 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: B08-0858 Date: 05/12/2008 Location: 9369 LA ROSE COURT By: TMP Parcel Number: 039-460-094 Sub Type: Private Pool Owner Name: SEEGERT, JAMES Phone: (530) 899-8924 Description: POOL GUNITE 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 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑. ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ SEWER 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 Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 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 Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 ❑ Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 ❑ 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 ❑ Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER ❑ ❑ Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions ❑ ❑ City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 ❑ [j]/ Other: ❑ ❑ 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 public inspection and will be posted on the County's website for electronic access. Signature of Applicant: Zw--b Date: 05/12/2008 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 -"%- 'MAWPl- � �lC 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: B08-0858 Date: 05/12/2008 Location: 9369 LA ROSE COURT By: TMP Parcel Number: 039-460-094 Sub Type: Private Pool Owner Name: SEEGERT, JAMES Phone: (530) 899-8924 Description: POOL GUNITE 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. FILE Date: 05/12/2008 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: O Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY" Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications, if the permit has not issued, but not after 180 days 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 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 hitp:Hmunicir)alcodes.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: B08-0858 Location: 9369 LA ROSE COURT Parcel Number: 039-460-094 Date: 05/12/2008 Owner Name: SEEGERT, JAMES Phone: (530) 899-8924 Description: POOL GUNITE Signature of Applicant:12�'LDate: 05/12/2008 ev_ 01 ILE 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 OWNER -BUILDER INFORMATION An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a 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 $500 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 government as an employer and you are subject to several obligations including state and federal ° income tax withholding, federal social security taxes, workers/ compensation insurance, disability insurance costs, and unemployment compensation contributions. There may be financial risks to you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. ° For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through thier own employees, without a license contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor 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 contacting the Contractors' State License Board's automated telephone information system at 1-800-321 -CLSB (2752) or by accessing thier website at www.CSLB.ca.gov. PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER -BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTILL THE VERIFICATION IS RETURNED. OWNER BUILDER VERIFICATION PLEASE COMPLETE THIS FORM AS REQUIRED BY THE STATE OF CALIFORNIA (SENATE BILL NO. 831 EFFECTIVE JULY 1, 1980). NO BUILDING PERMIT WILL BE ISSUED UNTIL THIS VERIFICATION IS RECEIVED. 1. I PERSONALLY PL O PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMENT. tXESOR NO) 2. I VE VE 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 CITY PHONE CONTRACTORS LICENSE NO 4. 1 PLAN TO PROVIDE PORTIONS OF THE WORK, BUT I HAVE HIRED THE FOLLOWING PERSON TO COORDINATE, SUPERVISE, AND PROVIDE THE MAJOR WORK: ADDRESS CITY PHONE CONTRACTORS LICENSE NO 5. I WILL PROVIDE SOME OF THE WORK BUT I HAVE CONTRACTED (HIRED) THE FOLLOWING PERSONS TO PROVIDE THE WORK INDICATED: NAME ADDRESS PHONE TYPE OF WORK Description: POOL GUNITE Reference Number: B08-0858 Applicant Name: SEEGERT, JAMES Owner's Name: SEEGERT, J ES AP ; Signature of Property Owner: Date :039-46P-094 BUTTE COUNTY DANIEL J. DOBBIE 14AY E 12005 aD Professional Engineer ' U 15925 Renee Wa E `'EUO�NT Y Flournoy, CA 96029 SERVICES Phone/Fax (530) 833-5423 ESSJ J 7 CO( — No. 042028 w Exp 3/31/10 I�� 9TF OF C PROJECT SCOPE: m m ZD Page 1 Job No. 8020 Date: April 2008 Seegert Pool House PROVIDE ENGINEERING FOR A 20'x 20' WOOD FRAMED POOL HOUSE AND TRELLIS. DESIGN THE ROOF FRAMING AND ROOF CARRIER TRUSS. DESIGN THE POSTS AND FOOTINGS. TRELLIS COLUMNS SHALL BE CANTILEVERED STEEL POSTS. PERFORM A SEISMIC AND WIND ANALYSIS AND DESIGN THE ROOF DIAPHRAGM. DESIGN THE SHEAR WALLS FOR UNIT SHEAR AND NET OVERTURNING. DESIGN THE FOUNDATION WALLS FOR RETAINING. DESIGN DATA: CALIFORNIA BUILDING CODE 2007 EDITION CONCRETE COMPRESSIVE STRENGTH (fc) 3000 PSI REINFORCING STEEL YIELD STRENGTH (fy) 60 KSI STRUCTURAL STEEL GRADE: STEEL PLATE A36 STEEL PIPE A53 ALLOWABLE SOIL BEARING PRESSURE 1500 PSF ROOF LOADING (8:12 SLOPE) COMPOSITON ROOFING 2.5 PSF SHEATHING 1.7 PSF 2x DECKING ROOF FRAMING 4.3 PSF MISCELLANEOUS 2.5 PSF 1.0 PSF DEAD LOAD = 12.0 PSF .LIVE LOAD = 20.0 PSF REDUCIBLE L b DANIEL J. DOBBIE Professional Engineer 15925 Renee Way Flournoy, CA 96029 Phone/Fax (530) 833-5423 ROOF RAFTERS (8:12 PITCH) . DESIGN DATA: HORIZONTAL RAFTER LENGTH (HL) RAFTER PITCH HEIGHT (P) (4:12, P=4) SLOPE FACTOR (SF) TRUE RAFTER LENGTH (L) ROOF DEAD LOAD (DL) ROOF LIVE LOAD (LL) REDUCE LIVE LOAD FOR HORIZONTAL PROJ. (LL') ROOF LIVE LOAD REDUCTION (R2) = 1.2 -.'05-P REDUCED LIVE LOAD FOR SLOPE (LL") = LL' -R2 TOTAL ROOF LOAD (TL) RAFTER SPACING (s) UNIFORM TOTAL LOAD (wtl) RESULTANTS: END REACTION (R) MAXIMUM BENDING MOMENT (M) TRIAL RAFTER SIZE: RAFTER DEPTH (d) RAFTER RESISTIVE SHEAR (Vr) RAFTER RESISTIVE MOMENT (Mr) MOMENT OF INERTIA (1 ) MODULUS OF ELASTICITY (E) EI VALUE (EI ) RAFTER VALUES: LOAD DURATION FACTOR (Cd) MAXIMUM HORIZONTAL SHEAR (V) = R - wtl * d ADJUSTED RESISTIVE SHEAR (Vr') = Cd * Vr ADJUSTED RESISTIVE MOMENT (Mr') = Cd * Mr DEFLECTION: TOTAL LOAD DEFLECTION SPAN/DEFLECTION RATIO (TL) ROOF RAFTERS: Page 2 Job No. 8020 Date: April 2008 Seegert Pool House 6.67 FT 8:12 1.202 8.02 FT 12 PSF 20 PSF 17 PSF 0.800 13 PSF 25 PSF 40 IN 0.084 KLF 0.34 KIPS 0.68 KIP FT 4x8#2 7.25 IN 3.05 KIPS 2.29 KIP FT 111.1 IN^4 1600 KSI 177760 KSI 1.25 ROOF 0.29 KIPS 3.81 KIPS OK 2.86 KIP FT OK 0.044 IN L / 2181 OK 4 x 8 # 2 @ 40" o.c. aD DANIEL J. DOBBIE Page 3 QQ Professional Engineer Job No. 8020 15925 Renee Way Flournoy, CA 96029 Date: April 2008 Phone/Fax (530) 833-5423 Seegert Pool House a TYPICAL ROOF HIP BEAM DESIGN DATA: MAX SPAN LENGTH (L) 15.63 FT MAXIMUM TRIBUTARY WIDTH (W) = 10/2 5.00 FT TRIBUTARY AREA (Atrib) 39 SQ FT LIVE LOAD (LL) . 13 PSF DEAD LOAD (DL) 12 PSF TOTAL LOAD (TL) 25 PSF BEAM WEIGHT (wb) 0.020 KLF CONCENTRATED FROM TRAP. LOAD (Pconc) 1.0 KIPS LOCATION Pconc FROM LEFT SUPPORT (>L/2) 10.42 FT UNIFORM DEAD LOAD (wdl) wdl = wb 0.020 KLF TOTAL UNIFORM LOAD (wtl) 0.020 KLF RESULTS: 4 x 8 #1 RIGHT REACTION (Rr) 0.65 KIPS LEFT REACTION (RI) 0.33 KIPS LOCATION ZERO SHEAR FROM LEFT SUPPORT (z) 9.02 FT BENDING MOMENT (Mtot) 2.0 KIP FT TRIAL SIZE: 4 x 8 #1 BEAM DEPTH (d) 1.25 ROOF BEAM WIDTH (b) 7.25 IN MOMENT OF INERTIA (1) 3.5 IN MODULUS OF ELASTICITY (E) 111.1 IN"4 RESISTIVE SHEAR BASE VALUE (Vr) 1700 KSI RESISTIVE MOMENT BASE VALUE 3.05 KIPS (Mr) 2.55 KIP FT LOAD DURATION & VOLUME FACTOR ADJUSTMENT: LOAD DURATION FACTOR (Cd) (SNO,ROOF,EQ,IMP) 1.25 ROOF MAXIMUM SHEAR (Vmax) Vmax = Pmax - (w * d/12) 0.64 KIPS FINAL RESISTIVE SHEAR (Vr') Vr' = Vr * Cd VOLUME FACTORS (Cv) 3.81 KIPS OK Cv = k(12/d)^.1 * (5.125/b)^.1 * (21/L)^.1 LOADING CONDITION FACTOR (k) k = 0.96 CONC LOAD NOT AT MIDSPAN (Cvconc) FINAL RESISTIVE MOMENT (Mr') Mr' = Mr * Cd 1.080 NOT APPL 3.2 KIP FT OK DEFLECTION: DEFLECTION (D) DEFLECTION/SPAN RATIO 0.587 IN L / 319 HIP BEAM: 4 x 8 #1 7- FA&E-7 4 - Company Daniel J. Dobbie, P.E. Designer Daniel J. Dobbie April 21, 2008 2:03 PM Job Number 8020 SEEGERT POOL HOUSE, TRUSS T1 Checked By: Joint Coordinates Joint Label X Coordinate Y Coordinate Joint Temperature -- .- .- - -... .:_ _ _ (F�. .--- - - -- N - 0 7 N 2 20 —0 - 0 --N3-- 32 0 N4 17 -2 i 0 N5- 10 6.67 0 Wood Material Parameters Wood Set NDS Species Label Database Fb Ft Fv Fc E Therm Weight Poisson's Coef. Density vvi. -(-�sL DFLARN01 4X8 : -LKsi)--- (N§iL QS-s� _Sm Cr E mod Ratio (lp"5 E), f _ (KL .675 DFLARN01 4i6 .615 1.5 .095 1700 1 1 1700 1 .3 .3 .035 .3 .3 035 _f Sections Section Database Material Label Area SA SA 1(90,270) 1(0,180) T/C ---Shape SEC1 DFLARN01 I Wl (IEKL (P11 80) �5.375 1.2 0,270 A 4) .(In 1.2 __(In A 41 Only _4X8 DFLARN01 -4-X'6-.i W -r -'F .25 1.2 26-.-904 1.2 19.651 111.1-48 48.526 Boundary Conditions Joint Label X Translation Y Translation Rotation Nl A!V!9)' Fixed Reaction Fixed N2 Reaction Fixed-' Fixed Member Data Member Label I Joint J Joint Rotate Section End Releases End Offsets Inactive Member Set I _Lqegrees). MT -End AVM -Pi-N J -End I -End AVM J -End Code Length N3 I M2 .-N.5- �E Cl 7! !'Ft). 3.606 M3 N2 N4 I SEC1 SEC1 i PIN PIN 8.415 —' SEC1 PIN 3-606 �41 -M5 3 N4 S2 PIN PIN Steel Design NDS Parameters Member Section Length Lb out Label Set Lb in L comp Cb Sway le out le in le- bend K out K in CH Cm B out in _LFt) EC1 -- 1 3.606 .5 - -V�Q- , -, T ... ... M2 8 SEC1 Ci .5 J. M3 SEC1 i 3.609-7 .5 .5 M5 i 14 Distributed Load Pattern Pattern Label Direction Start Magnitude End Magnitude Start Location End Location ft UTL -Y - -. - la-- -- - - - -(Ft or 0/61_ (Ft or 06 -.093 i -- .-- UNIFORM -- 1 3 -.09 -i -- 0 0 0 RISA -2D Version 5.1 [C:\RISA\8020T1.r2d] Pagel C' E: Company Daniel J. Dobbie, P.E. April 21, 2008 Designer Daniel J. Dobbie 2:03 PM Job Number 8020 SEEGERT POOL HOUSE, TRUSS TI Checked By: Member Distributed Loads, Category: None, BLC 1 -: DEAD + LIVE Member Label I Joint J Joint Load Pattern Label Pattern Multi tier N1 N3 UTL -Description 92 N3. N5 UTL 0.000 --,.M3- N2 M4 N4!_ UTL 0.000 N4 N5 LITL BLC Factor BLC Factor BLC Factor BLC Factor -0.01 N4 -L- 0.335 Joint Loads/Enforced Displacements, Category: None, BLC I: DEAD + LIVE 0.33 --- - Joint Label [L]oad or Direction Magnitude _[D]is acementft, N5 Joint Label ._(K, K -In, rag) Y Force L Y (K) N Y CF 0 Basic Load Case Data BLC No. Basic Load Case Category Y Translation Category Gravity Load Type Totals Descriptionj Code -Description X Y Nodal Point Dist. AD + LIVE None 0.000 2 4"'"--- 7 Load Combinations 0.66 0.000 -0 .006- Num Descfjption Env WS PD SRSS CD BLC Factor BLC Factor BLC Factor BLC Factor -0.01 N4 -L- 0.335 - -- -0.489 - .-- - i 0.01 N5 0.33 --- - -0.505 - - Reactions, LC 1 D+L Member Section Forces, LC 1 D+L Member Label Joint Label X Force Y Force Moment -(K>SK) (K) (K f A N1-__ - - - I - 1.2.05 0 I N2 -NC 6- .0 0 1.448 n inn 0.71 .._jl Center of Gravity Coords (X Y) (Ft) : 1 10.735 1 4.228 ---] Joint Displacements, LC 1 : D+L Joint Label X Translation Y Translation Rotation N1 _(!n)_ (radiant - 0.000 0.000 aboo N2 0.66 0.000 -0 .006- 0.325 - - - -0.489 -0.01 N4 -L- 0.335 - -- -0.489 - .-- - i 0.01 N5 0.33 --- - -0.505 - - i 0.000 - j Member Section Forces, LC 1 D+L Member Label Section Axial Shear Moment - M 1 (K) - 0.803 1.2.05 0 2 0.7571.135 -1.054 0.71 .._jl 1.065 i -2.046 4 06 64 9 -5- 0:995 5 0.617� -9 --0.926 --3.841 1 2.201 -0.131 i -3.841 2 1 2.092 -0.294 1 -3.394 3 1.984 56 -2.605 4 1.875 -0.619 -1.474 5 1.767 -0.782 0 RISA -2D Version 5.1 [C:\RISA\8020T1.r2d] -- Page 2 Company Designer Job Number: Daniel J. Dobbie, P.E. Daniel J. Dobbie 8020 SEEGERT POOL HOUSE, TRUSS T1 PPG April 21, 2008 2:03 PIVI Checked By: Member Section Forces, LC I: D+L, (continued) 0.619 1.474 Member Label Section Axial Shear Moment M5 1 M3 0 LK).. 0.803 -1.205 LK -.ft) 0 00 M2 M3 2 0.757 -1_135 1.054 L -1.904 00 0.71L -1.065 2.046 0 0 4 0.664 1 -0.995 2.975 1.706 0.119 5 0.617 -0.926 3.841 1 0.311 1 M4 1 2.201 0.131 3.841 3 1.984 i 0.456 2.605 4 1.875 i 0.619 1.474 5 1.767 0.782 0 M5 1 1.904 0 0 psi) 1.706 __(Ks i 0.119 00 M2 M3 1_. 3 -1.904 0 0 L -1.904 00 5 4 0 0 Member NDS Code Checks, LC 1 : D+L Member Label Code Chk Loc Shear Chk Loc Fc' Ft' Fb' Fv' Eqn -'ib.02-1 -3.606 - .... .... 0.48 __(Ftj 0 1 1.91 -L�SiL 1.012 psi) 1.706 __(Ks i 0.119 3.9-3 M2 M3 uj6L 0.927 1 0 3.606 0.311 7-06 4 0.48 0 1.91 1.012 1.706 0.119 3.9-3 M5 0 1 0.311 1 8.415 1.537 i 1.012 1.706 0.09 i 0 0 1 0 0.216 i 1.097 1 1.706 0.119 3.9-1 RISA -2D Version 5.1 [C:\RlSA\8020T1.r2d] Page 3 41 DANIEL J. DOBBIE Page 7 Professional Engineer 15925 Renee Way Job No. 8020 Flournoy, CA 96029Date: April 2008 Phone/Fax (530) 833-5423 Seegert Pool House HOLDING POWER OF BOLTS IN WOOD AT TRUSS T1 COLLAR TIE DOUBLE SHEAR IN SAWN LUMBER WITH STEEL SHEAR PLATE CONNECTIONS DESIGN DATA: . ALL LOADING PARALLEL TO GRAIN WOOD SPECIES: DOUGLAS FIR LARCH RESEARCH AGENCY/SPECIFICATION: NATIONAL DESIGN SPECIFICATION ADJUSMENT FACTORS ASSUMED CONSTANT: WET SERVICE FACTOR (CM): SEASON'D, DRY USE CM = 1.0 TEMPERATURE FACTOR (Ct): T < 100 F . Ct = 1.0 GEOMETRY FACTOR (CG): APPLIED TO WOOD CG = 1.0 MIN. EDGE DISTANCE = 1.5D OR .5s WHICHEVER IS GREATER MIN. END DISTANCE = 7D SPACING BETWEEN BOLTS smin = 4D 2005 NDS TABLE M11.3.1: ADJUSMENT FACTORS FOR CONNECTIONS LOAD DURATION GROUP ACTION FACTOR FACTOR LATERAL Z' = Z CD Cg APPLY ADJUSTMENT FACTORS TO NOMINAL Z VALUES FROM CHART LOAD DURATION FACTOR (CD): 1.25 ROOF NORMAL LOAD CD = 1.00 ROOF LOAD CD = 1.25 EARTHQUAKE OR WIND LOAD CD = 1.33 GROUP ACTION FACTOR*(Cg): Cg = m(1-m^(2*n))/(n((1+Rea *MA n)(1+m)-1+m^(2*n))*(1+Rea)/(1-m) GROSS CROSS-SECTIONAL AREA MAIN MEMBER(Am) 19.25 IN^2 GROSS CROSS-SECTIONAL AREA SIDE PLATE (As) 0.75 IN^2 DIAMETER OF BOLT (D) 0.625 IN MAIN MEMBER THICKNESS (tm) 3.5 IN MODULUS OF ELASTICITY MAIN MEMBER (Em) 1600000 PSI MODULUS OF ELASTICITY SIDE PLATE (Es) 29000000 PSI NUMBER OF FASTENERS IN A ROW (n) 2 CENTER TO CENTER SPACING OF FASTENERS (s) 31N Rea = Es*As/Em*Am 0.7062 v = (270000)*(D^1.5) 133409 u = 1+v*s/2*(1/(Em*Am)+1/(Es*As)) 1.0157 M = u -(u^2-1)^.5 0.8378 FINAL GROUP ACTION FACTOR (Cg) 0.9973 NOMINAL WOOD TO STEEL SIDE PLATE DESIGN VALUES_(Z) (KIPS): 2005 NDS TABLE 11G 1/4" A36 STEEL SIDE PLATES BOLT DIAMETER 5/8" 3/4" 7/8" 1" 3 1/2" MAIN MEMBER 2.41 3.34 4.29 4.9 FINAL BOLTING CONFIGURATION DESIGN VALUE Z' (KIPS): DESIGN VALUE Z FROM TABLE 11G 2.41 KIPS Z'=Z*CD*Cg*n 6.01 KIPS DESIGN LOAD AT CONNECTION 1.904 KIPS OK CONNECTOR: 2 - 5/8" M.B. IN 3" WIDE 1/4" THICK STEEL STRAP EACH SIDE OF 4x6 COLLAR TIE aD DANIEL J. DOBBIE QQ . Professional Engineer 15925 Renee Way Flournoy, CA 96029 Phone/Fax (530) 833-5423 Page 8 Job No. 8020 Date: April 2008 Seegert Pool House BOLTS AT COLLAR TIE TO CHORD CONNECTION USING HANKINSONS FORMULA DOUBLE SHEAR IN SAWN LUMBER WITH STEEL SIDE MEMBERS DESIGN DATA: ALL LOADING PERPENDICULAR & PARALLEL TO GRAIN AT ANGLE WOOD SPECIES: DOUGLAS FIR LARCH RESEARCH AGENCY/SPECIFICATION: NATIONAL DESIGN SPECIFICATION ADJUSMENT FACTORS ASSUMED CONSTANT: WET SERVICE FACTOR (CM): SEASON'D, DRY USE CM = 1.0 TEMPERATURE FACTOR (Ct): T < 100 F Ct = 1.0 GEOMETRY FACTOR (CG): APPLIED TO WOOD CG = 1.0 MIN. EDGE DISTANCE = 1.51D OR .5s WHICHEVER IS GREATER MIN. END DISTANCE = 7D SPACING BETWEEN BOLTS smin = 4D 2005 NDS TABLE M11.3.1: ADJUSMENT FACTORS FOR CONNECTIONS LOAD DURATION GROUP ACTION FACTOR FACTOR LATERAL Z' = Z * CD * Cg APPLY ADJUSTMENT FACTORS TO NOMINAL Z VALUES FROM CHART LOAD DURATION FACTOR (CD): 1.25 ROOF NORMAL LOAD CD = 1.00 ROOF LOAD CD = 1.25 EARTHQUAKE OR WIND LOAD CD = 1.33 GROUP ACTION FACTOR (Cg): Cg = m(1-m^(2*n))/(n((1+Rea *MA n)(1+m)-1+m^(2*n))*(1+Rea)/(1-m) GROSS CROSS-SECTIONAL AREA MAIN MEMBER(Am) 25.375 IN^2 GROSS CROSS-SECTIONAL AREA SIDE MEMBER (As) 0.75 IN^2 DIAMETER OF BOLT (D) 0.625 IN MAIN MEMBER THICKNESS (tm) 3.5 IN MODULUS OF ELASTICITY MAIN MEMBER (Em) 1600000 PSI MODULUS OF ELASTICITY SIDE PLATE (Es) 29000000 PSI NUMBER OF FASTENERS IN A ROW (n) 3 NUMBER OF ROWS (nr) 1 CENTER TO CENTER SPACING OF FASTENERS .(s) 31N Rea = Es*As/Em*Am 0.5357 v = (270000)*(D^1.5) 133409 U = 1+v*s/2*(1/(Em*Am)+1/(Es*As))' 1.01 M = U -(u^2-1)^.5 0.8454 FINAL GROUP ACTION FACTOR (Cg) 0.983 NOMINAL WOOD TO WOOD DESIGN VALUES (Z) (KIPS): 2005 NDS TABLE11G: PERPENDICULAR TO GRAIN (vpn) BOLT DIAMETER 1/2" 5/8" 3/4" 7/8" V. 3 1/2" MAIN MEMBER 1.23 PARALLEL TO GRAIN i—n 3 1/2" MAIN MEMBER 2.41 13.69 DEGREES 1.23 KIPS 2.41 KIPS -- v/1LUC H 1 Ar (HANKINSONS'S FORI 1.86 KIPS Vh = (vpl*vpn)/(vpl*SIN"2(a)+vpn*COS^2(a)) COMPUTED DESIGN VALUE FOR CONNECTION: Z'= Vh * CD * Cg * n * nr 6.86 KIPS DESIGN LOAD TO CONNECTIONS: 1.904 KIPS BOLTED CONNECTION: 3 - 5/8" M.B. IN 1/4" THICK PLATE TO EACH SIDE OF CHORD MEMBER WELDED TO TIE STRAP PREVIOUS PAGE \Dea DANIEL J. DOBBIE Page 9 Professional Engineer Job No. 8020 -- -x 15925 Renee Way Flournoy, CA 96029 Date: April 2008 Phone/Fax (530) 833-5423 Seegert Pool House TENSION TIE AT JUNCTION OF COLLAR TIES IN THE MIDDLE DESIGN DATA: MAXIMUM TENSION LOAD (P) TRY: ANGLE CONNECTOR: ANGLE CONNECTOR: LENGTH OF ANGLE (Wp) LOCATION OF FIRST BOLT FROM HEEL OF ANGLE MOMENT IN LEG OF ONE ANGLE.(M) REQUIRED PLATE THICK. (treq'd)=(Mmax/Wp*6/27)10.5 ANGLE CONNECTOR: 1.904 KIPS L8x8x1/2 3 IN 3.5 IN 3.332 XIP IN 0.497 -IN L8x8x1/2 W/ 2- 5/8" M.B. EACH LEG a\Dn DANIEL J. DOBBIE Page 10 QProfessional Engineer Job No. 8020 15925 Renee Way Flournoy, CA 96029 Date: April 2008 Phone/Fax (530) 833-5423 Seegert Pool House ROOF BEAM (MULTIPLE LOADS) DESIGN DATA: MAX SPAN LENGTH (L) 20.00 FT TRIBUTARY WIDTH (W) 5.50 FT TRIBUTARY AREA (Atrib) 110 SQ FT LIVE LOAD (LL) 20 PSF LIVE LOAD AREA REDUCTION (R1) = 1.2-.001 *At 1.090 REDUCED LIVE LOAD (LL') 20 PSF DEAD LOAD (DL) 12 PSF TOTAL LOAD (TL) 32 PSF BEAM WEIGHT + OVERHANG (wb) = .025+.032*1.5 0.073 KLF CONCENTRATED LOAD NOT AT MIDSPAN (Pconc) 0 KIPS LOCATION Pconc FROM LEFT SUPPORT (>L/2) 0 FT UNIFORM DEAD LOAD (wdl) wdl = W*DL + wb 0.139 KLF UNIFORM LIVE LOAD (wll) 0.110 KLF TOTAL UNIFORM LOAD (wtl) 0.249 KLF CONCENTRATED LOAD MIDSPAN (Pms) 1.448 KIPS RESULTS: RIGHT REACTION (Rr) 3.21 KIPS LEFT REACTION (RI) 3.21 KIPS LOCATION ZERO SHEAR FROM LEFT SUPPORT (z) 10.00 FT MAXIMUM BENDING MOMENT DUE TO Pconc (Mconc) 0.0 KIP FT MAXIMUM BENDING MOMENT DUE TO UDL (Mw) 12.5 KIP FT MAXIMUM BENDING MOMENT DUE TO Pms (Mms) 7.2 KIP FT TOTAL BENDING MOMENT (Mtot) 19.7 KIP FT TRIAL SIZE: LOUISIANA PACIFIC 3 1/2" x 14" LP LVL BEAM DEPTH (d) 14 IN BEAM WIDTH (b) 3.5 IN MOMENT OF INERTIA (1) 800 IN^4 RESISTIVE SHEAR BASE VALUE (Vr) 9.473 KIPS RESISTIVE MOMENT BASE VALUE (Mr) 27.495 KIP FT LOAD DURATION & VOLUME FACTOR ADJUSTMENT: LOAD DURATION FACTOR (Cd) (SNO,ROOF, EQ,IMP) 1.25 ROOF MAXIMUM SHEAR (Vmax) Vmax = Pmax - (w * d/12) 2.92 KIPS FINAL RESISTIVE SHEAR (Vr') Vr' = Vr * Cd 11.84 KIPS OK VOLUME FACTORS (Cv) Cv = k(12/d)^.1 * (5.125/b)^.1 * (21/L)".1 LOADING CONDITION FACTOR (k) k = 0.96 CONC LOAD NOT AT MIDSPAN (Cvconc) 0.987 k = 1.00 UNIFORMLY DISTRIBUTED LOAD (Cvw) 1.028 k = 1.09 CONC LOAD MIDSPAN (Cvms) 1.121 COMPOSITE VOLUME FACTOR (Cv') 1.062 USE: 1.0 Cv' = ((Cvconc*Mconc)+(Cvw*Mw)+(Cvms*Mms))/Mtot FINAL RESISTIVE MOMENT (Mr') Mr' = Mr * Cd * Cv 34.4 KIP FT OK DEFLECTION: DEFLECTION DUE TO Pconc (Dconc) 0.000 IN DEFLECTION DUE TO wtl (Dwtl) 0.560 IN DEFLECTION DUE TO Pms (Dms) 0.261 IN TOTAL DEFLECTION MIDSPAN (Dt) 0.821 IN DEFLECTION/SPAN RATIO L/ 292 ROOF BEAM: LOUISIANA PACIFIC 3 112" x 14" LP LVL aD DANIEL J. DOBBIE Page 11 Q Q Professional Engineer Job No. 8020 15925 Renee Way Flournoy, CA 96029 Date: April 2008 Phone/Fax (530) 833-5423 Seegert Pool House SAWN WOOD POST AT TRUSS T1 SUPPORTS DESIGN DATA: UNITS 2005 NDS TABLE 4D DESIGN VALUES FOR VISUALLY GRADED TIMBERS SPECIES AND COMMERCIAL GRADE: DOUGLAS FIR - LARCH SIZE CLASSIFICATION: POST AND TIMBERS GRADING AGENCY: WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) COMPRESSION PARALLEL TO GRAIN (Fc) 1.000 KSI MODULUS OF ELASTICITY (Emin) 580000 PSI NDS SECTION 3.7.1 SOLID -COLUMN DESIGN: F'c=Fc((1 +( Fce/Fc))/2c'-(((1 +( Fce/Fc))/2c')^2-( Fce/Fc)/c')^0.5) SAWN LUMBER COEFFICIENT (c') 0.8 VISUALLY GRADED LUMBER COEFFICIENT (Kce) 0.3 COMPRESSION COEFFICIENT (Fce) Fce=(0.822Emin)/(le/d)^2 BUCKLING FACTOR (Ke) 1.0 DESIGN DATA: UNSUPP ORTED LENGTH (I) EFFECTIVE LENGTH (le) 9.00 FEET LEAST POST DIMENSION (d) (UNSUPPPORTED) 108 INCHES 5.5 INCHES le/d RATIO 19.64 4 x 6 POST CROSS SECTIONAL AREA (A) 19.25 SQ IN DESIGN RESULTANTS: 60000 PSI COMPRESSION COEFFICIENT (Fce) 1236.5 ALLOWABLE COMPRESSION PARALLEL TO GRAIN (Fc) 0.759 KSI ALLOWABLE POST LOAD (Pa) 14.61 KIPS ACTUAL POST LOAD (Pac) 1.448 KIPS NEW POSTS: 4 x 6 #1 FOOTINGS AT POSTS 1.00 FT DESIGN DATA: 8.5 IN ALLOWABLE SOIL BEARING PRESSURE 1500 PSF CONCRETE COMPRESSIVE STRENGTH (fc) 3000 PSI REINFORCING STEEL YIELD STRENGTH (ty) 60000 PSI LOADING DATA: 2.303 KSF DEAD POINT LOAD (Pdl) 0.54 KIPS LIVE POINT LOAD (PII) 0.91 KIPS TOTAL POINT LOAD (Ptl) 1.45 KIPS FOOTING SIZE: FOOTING THICKNESS (t) 12.00 IN AREA REQUIRED FOR BEARING (Areq) 0.97 FT^2 SIDE LENGTH FOR SQUARE FOOTING (L) 0.98 FT USE SQUARE FOOTING SIZE' FOOTING DESIGN: 1.00 FT REINFORCING DEPTH (d) d = t*12 - 3.5 8.5 IN STRENGTH REDUCTION FACTOR (phi) ULTIMATE DEAD LOAD (Pudl) Pudl = Pdl * 1.4 ULTIMATE LIVE LOAD (Pull) Pull = PII * 1.7 0.9 0.8 KIPS RESULTANT ULTIMATE SOIL PRESSURE (qu) 1.5 KIPS ULTIMATE MOMENT (Mu) 2.303 KSF REINFORCING STEEL RATIO (p) 0.3 KIP FT USE: REINFORCING STEEL RATIO (p') P'= p*1.33 0.00007 < pmin 0.00010 AREA OF REINFORCING STEEL REQUIRED (Asreq'd) 0.010 IN^2 USE: CONTINUOUS WALL FOOTING AS SUPPORT POST FOOTINGS: CONTINUOUS WALL FOOTING aDDANIEL J. DOBBIE Page 12 QProfessional Engineer Job No. 8020 15925 Renee Way Flournoy, CA 96029 Date: April 2008 Phone/Fax (530) 833-5423 Seegert Pool House SAWN WOOD POST AT HIP BEAM & ROOF BEAM SUPPORTS DESIGN DATA: UNITS 2005 NDS TABLE 4D DESIGN VALUES FOR VISUALLY GRADED TIMBERS SPECIES AND COMMERCIAL GRADE: DOUGLAS FIR - LARCH SIZE CLASSIFICATION: POST AND TIMBERS GRADING AGENCY: WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) COMPRESSION PARALLEL TO GRAIN (Fc) 1.000 KSI MODULUS OF ELASTICITY (Emin) 580000 PSI NDS SECTION 3.7.1 SOLID -COLUMN DESIGN: F'c=Fc((1 +( Fce/Fc))/2c'-(((1 +( Fce/Fc))/2c')^2-( Fce/Fc)/c')^0.5) SAWN LUMBER COEFFICIENT (c') 0.8 VISUALLY GRADED LUMBER COEFFICIENT (Kce) 0.3 COMPRESSION COEFFICIENT (Fce) Fce=(0.822Emin)/(le/d)^2 BUCKLING FACTOR (Ke) 1.0 DESIGN DATA: UNSUPPORTED LENGTH (I) 9.00 FEET EFFECTIVE LENGTH (le) '108 INCHES LEAST POST DIMENSION (d) (UNSUPPPORTED) 5.5 INCHES le/d RATIO 19.64 6 x 6 POST CROSS SECTIONAL AREA (A) 30.25 SQ IN DESIGN RESULTANTS: COMPRESSION COEFFICIENT (Fce) 1236.5 ALLOWABLE COMPRESSION PARALLEL TO GRAIN (Fc) 0.759 KSI ALLOWABLE POST LOAD (Pa) 22.96 KIPS ACTUAL POST LOAD (Pac) =.65 + 3.21 + 3.21*7/20 4.98 KIPS NEW POSTS: 6x6#1 FOOTINGS AT POSTS DESIGN DATA: ALLOWABLE SOIL BEARING PRESSURE 1500 PSF CONCRETE COMPRESSIVE STRENGTH (fc) 3000 PSI REINFORCING STEEL YIELD STRENGTH (fy) 60000 PSI LOADING DATA: DEAD POINT LOAD (Pdl) LIVE POINT LOAD (PII) 1.87 KIPS TOTAL POINT LOAD (Ptl) 3.01 KIPS FOOTING SIZE: "FOOTING THICKNESS (t) 4.88 KIPS 12.00 IN AREA REQUIRED FOR BEARING (Areq) 3.25 FT^2 SIDE LENGTH FOR SQUARE FOOTING (L) 1.80 FT FOOTING DESIGN: USE SQUARE FOOTING SIZE: 2.00 FT REINFORCING DEPTH (d) d = t*12 - 3.5 8.5 IN STRENGTH REDUCTION FACTOR (phi) 0.9 ULTIMATE DEAD LOAD (Pudl) Pudl = Pdl * 1.4 2.6 KIPS ULTIMATE LIVE LOAD (Pull) Pull = PII * 1.7 RESULTANT ULTIMATE SOIL PRESSURE (qu) 5.1 KIPS ULTIMATE MOMENT (Mu) 1.934 KSF REINFORCING STEEL RATIO (p) 1.9 KIP FT USE: REINFORCING STEEL RATIO (p') p'= p*1.33 0.00025 < pmin 0.00033 AREA OF REINFORCING STEEL REQUIRED (Asreq'd) 0.068 IN^2 USE: 2 - #4 EA WAY As = 0.40 IN112 POST FOOTINGS: 2% 0" SQUARE x 12" THK FOOTING W/ 2 - #4 EACH WAY AT BOTTOM DeDANIEL J. DOBBIE nProfessional Engineer 15925 Renee Way Flournoy, CA 96029 Phone/Fax (530) 833-5423 ROOF RAFTERS AT EQUIPMENT LEAN-TO (4:12 PITCH) DESIGN DATA: HORIZONTAL RAFTER LENGTH (HL) 6.00 FT RAFTER PITCH HEIGHT (P) (4:12, P=4) 4 :12 SLOPE FACTOR (SF) 1.054 TRUE RAFTER LENGTH (L) 6.32 FT ROOF DEAD LOAD (DL) 12 PSF ROOF LIVE LOAD (LL) 20 PSF REDUCE LIVE LOAD FOR HORIZONTAL PROJ. (LL') 19 PSF ROOF LIVE LOAD REDUCTION (R2) = 1.2 -.05-P 1.000 .REDUCED LIVE LOAD FOR SLOPE (LL") = LL' -R2 19 PSF TOTAL ROOF LOAD (TL) 31 'PSF RAFTER SPACING (s) 24 IN UNIFORM TOTAL LOAD (wtl) 0.062 KLF Page 13 Job No. 8020 Date: April 2008 Seegert Pool House RESULTANTS: END REACTION (R) 0.20 KIPS MAXIMUM BENDING MOMENT (M) 0.31 KIP FT TRIAL RAFTER SIZE: 2 x 6 #2 RAFTER DEPTH (d) 5.5 IN RAFTER RESISTIVE SHEAR (Vr) 0.99 KIPS RAFTER RESISTIVE MOMENT (Mr) 0.652 KIP FT MOMENT OF INERTIA (1) 20.79 IN^4 MODULUS OF ELASTICITY (E) 1600 KSI EI VALUE (EI) 33264 KSI RAFTER VALUES: LOAD DURATION FACTOR (Cd) 1.25 ROOF MAXIMUM HORIZONTAL SHEAR (V) = R - wtl * d 0.17 KIPS ADJUSTED RESISTIVE SHEAR (Vr') = Cd * Vr ADJUSTED RESISTIVE MOMENT (Mr') = Cd * Mr 1.24 KIPS OK 0.82 KIP FT OK DEFLECTION: TOTAL LOAD DEFLECTION 0.067 IN SPAN/DEFLECTION RATIO (TL) L/ 1132 OK ROOF RAFTERS: 2 x 6 # 2 @ 24" o.c. C/ aD DANIEL J. DOBBIE Page 14 QQ Professional Engineer Job N0. 8020 15925 Renee Way Flournoy, CA 96029 Date- April 2008 Phone/Fax (530) 833-5423 Seegert P001 House SEISMIC ANALYSIS (SIMPLIFIED DESIGN PROCEDURE DETERMINE Ss & S1 METHOD FOR DETERMINING , 2003-ZIPCODE-MCEDATA MCE (MAX CONSIDERED EARTHQUAKE) AT SHORT PERIODS (Ss) 0.56 MCE AT 1 SECOND PERIOD (S1) 0.22 DETERMINE IF EXEMPTIONS APPLY (1613.1.) 1. FAMILY DWELLING, SDC A, B, OR C, Ss<0.4? 2. CONVENTIOANL LIGHT -FRAME CONSTRUCTION (2308)? NO NO 3. AGRICULTURAL STORAGE BUILDING (NO OCCUPANCY) NO 4. SPECIAL RESPONSE CHARACTERISTICS NOT COVERED? NO 5. (OSHPD 2) SEISMIC DESIGN CATEGORY A (1613.5.6)? NO DETERMINE: SEISMIC DESIGN CATEGORY (161 3.5.6) SITE CLASS DEFINITION: (1613.5.2 & 1613.5.5) IS SOILS OR GEOTECHNICAL REPORT AVAILABLE? NO USE TABLE 1613.5.2 FOR SITE CLASS D SITE COEFFICIENTS (1613.5.3) SITE COEFFICIENT (Fa) T-1613.5.3(1) 1.35 .SITE COEFFICIENT (Fv) T-1613.5.3(2) 1.96 SPECTRAL RESPONSE ACC. SHORT PERIODS (Sms) = Fa*Ss 0.757 SPECTRAL RESPONSE ACC. 1 -SECOND PERIOD (Sm1) = Fv*S1 0.430 DESIGN SPECTRAL RESPONSE ACCELERATION (DSRU (1613.5.4) 5% DAMPED DSRA AT SHORT PERIODS (Sds) = 2/3*Sms 0.504 5% DAMPED DSRA AT 1 -SECOND PERIOD (Sd1) = 2/3*Sm1 0.287 DETERMINE OCCUPANCY CATEGORY (T-1604.5) II SEISMIC DESIGN CATEGORY (1613.5.6) D SEISMIC LOAD: SECT. 12.14 SIMPLIFIED DESIGN PROCEDURE (ASCE 7-05) SEISMIC LOAD EFFECT (12.14.3.1) E=Eh+Ev OR E=Eh-Ev HORIZONTAL SEISMIC LOAD EFFECT (Eh) = Qe = V VERTICAL SEISMIC LOAD EFFECT (Ev) = 0.2*Sds*D 0.101 *D SEISMIC BASE SHEAR (12.14.8.1) V = (F*Sds/R)*W 0.078 *W MODIFICATION FACTOR (F) 1.0 RESPONSE MODIFICATION FACTOR (R) (T-12.14-1) 6.5 BEARING WALL SYSTEM, LIGTH FRAMED, WOOD STRUCT. PANELS BUILDING MASS (ft ROOF: 529 *.012 = 6.35 KIPS EXT WALLS: .010 * 9/2 * 20 * 2 = 1.80 KIPS TOTAL 8.15 KIPS SEISMIC BASE SHEAR (V) 0.63 KIPS aDDANIEL J. DOBBIE Page 15 QProfessional Engineer Job No. 8020 15925 Renee Way Flournoy, CA 96029 Date: April 2008 Phone/Fax (530) 833-5423 Seegert Pool House WIND ANALYSIS (METHOD 2 - ANALYTICAL PROCEDURE) 2007 CALIFORNIA BUILDING CODE SECTION 1609, ASCE 7-05 CHAPTER 6 6.5.3 DESIGN PROCEDURE 1. BASIC WIND SPEED (V) (6.5.4) (FIG 6-1) 85 MPH WIND DIRECTIONALITY FACTOR (Kd) (T-6-4) 0.85 2. IMPORTANCE FACTOR ( 1) (6.5.5) (T-6-1) 1.00 OCCUPANCY CATEGORY (T-1-1) II 3. EXPOSURE CATEGORY (6.5.6) B VELOCITY PRESSURE EXPOSURE COEFFICIENT (Kz) (6.5.6.6)(T -E 0.70 6.5.6.2 SURFACE ROUGHNESS CATEGORY URBAN/WOODED B 6.5.6.3 EXPOSURE CATEGORY FOR AXIS 1 B 6.5.6.3 EXPOSURE CATEGORY FOR AXIS 2 B 4. TOPOGRAPHICAL FACTOR (Kzt) = (1+K1+K2+K3)"2 (6.5.7) 1.00 HEIGHT OF HILL OR ESCARPMENT (H) 0.00 FT DISTANCE UPWIND 1/2 HEIGHT OF HILL OR ESCARPMENT (Lh) 0.00 FT H/Lh RATIO (FIG 6-4) 0 SHAPE OF TOPO & MAX SPEED-UP EFFECT FACTOR (K1) 0.00 REDUCTION IN SPEED-UP DISTANCE UPWIND FACTOR (K2) 0.00 REDUCTION IN SPEED-UP HEIGHT ABOVE TERRAIN FACTOR (Kc 0.00 5. GUST EFFECT FACTOR (G) (6.5.8) GIVEN LIMITATIONS (6.5.8.4) (GC, Gepi, & GCpf) GIVEN ELSEWHERE 6. ENCLOSURE CLASSIFICATION (6.5.9) (6.2) ENCLOSED TOTAL AREA OF OPENINGS NORTH (Aon) 0 FT^2 (Aoe) 42 FT^2 (Aos) 145 FT"2 (Aow) 42 FT^2 IS: Ao > 1.10*Aoi? YES GROSS AREA OF NORTH WALL (Agn) 180 FT^2 (Age) 180 FT^2 (Ags) 180 FT^2 (Agw) 180 FT^2 IS: Ao > 4 FT^2 OR > 0.01*Ag WHICHEVER SMALLER? YES AND: IS Aoi/Agi < 0.20? NO 7. INTERNAL PRESSURE COEFFICIENT (GCpi) (6.5.11:1)(FIG 6-5) 0.18 "+/- LARGE BUILDING REDUCTION FACTOR (Ri) (6.5.11.1.1) 1.000 Ri = 0.5*(1+(1/(1+Vi/22800/Aog)^.5)) TOTAL AREA OF OPENINGS IN THE BUILDING ENVELOPE (Aog) 229 FT^2 UNPARTITIONED INTERNAL VOLUMNE (Vi) . 4689 FT^3 FACTORED INTERNAL PRESSURE COEFFICIENT (GCpi) 0.18 8. EXTERNAL PRESSURE COEFFICIENT (Cp OR GCpf) OR FORCE COEFFICIENT (Cf) MAIN WIND -FORCE RESISTING SYSTEMS (GPf) (6.5.11.2)(FIG 6-10) MEAN ROOF HEIGHT (h) 11.72 FT AXIS 1: BUILDING LENGTH (B) 20.00 FT AXIS 2: BULDING LENGTH (L) 20.00 FT ROOF SLOPE (8:12) 8 ANGLE OF ROOF FROM HORIZONTAL (o) 33.69 DEGREES DISTANCE (a) 10% LEAST B OR L, 0.04*h 2.00 FT (a) NOT LESS THAN 0.04*B OR 3 3.00 FT USE: DISTANCE (a) 3.00 FT aDDANIEL J. DOBBIE Page 16 QProfessional Engineer 15925 Renee Way Job No. 8020 Flournoy, CA 96029 Date: April 2008 Phone/Fax (530) 833-5423 Seegert Pool House WIND ANALYSIS (METHOD 2 - ANALYTICAL PROCEDURE) (CONT) EXTERNAL PRESSURE COEFFICIENTS (GCpf) (FIG 6-10) BUILDING SURFACE (1) 0.56 BUILDING SURFACE (2) 0.21 BUILDING SURFACE (3) -0.43 BUILDING SURFACE (4) -0.37 BUILDING SURFACE (5) -0.45 BUILDING SURFACE (6) -0.45 BUILDING SURFACE (1E) 0.69 BUILDING SURFACE (2E) 0.27 BUILDING SURFACE (3E) -0.53 BUILDING SURFACE (4E) -0.48 9. VELOCITY PRESSURE (gh) (6 5 10) VELOCITY PRESSURE (qh) = 0.00256*Kz*Kzt*Kd*V^2*I 11.0 PSF .WIND DIRECTIONALITY FACTOR (Kd) (6.5.4.4)(T-6-4) 0.85 VELOCITY PRESSURE EXPOSURE COEFFICIENT (Kz) (6.5.6.6)(T -E 0.70 TOPOGRAPHICAL FACTOR (Kzt) = (1+K1+K2+K3)^2 (6.5.7) 1.00 BASIC WIND SPEED (V) (6.5.4) (FIG 6-1) 85 MPH IMPORTANCE FACTOR (1) (6.5.5) (T-6-1) 1.00 10. DESIGN WIND PRESSURE (p) =gh*((G*Cf1 (Gcni11 BUILDING SURFACE (1) 8.1 PSF BUILDING SURFACE (2) 4.3 PSF BUILDING SURFACE (3). -2.8 PSF BUILDING SURFACE (4) -2.1 PSF BUILDING SURFACE (5) -3.0 PSF BUILDING SURFACE (6) -3.0 PSF BUILDING SURFACE (1E) 9.6 PSF BUILDING SURFACE (2E) 5.0 PSF BUILDING SURFACE (3E) -3.9 PSF BUILDING SURFACE (4E) -3.3 PSF ALTERNATIVE BASIC LOAD COMBINATIONS (CBC 1605.3.2) WIND LOAD COEFFICIENT (omega) 1.) DEAD + LIVE (D + L) 1.3 2.) DEAD + omega*WIND (D + omega*W) 3.) 2/3*DEAD + omega*WIND (.67*D + omega*W) 4.) DEAD + SEISMIC/1.4 (D + E/1.4) 5.) .9*DEAD + SEISMIC/1.4 (.9*D + E/1.4) COMPARE LOAD CASES 2 AND 4 LOAD ONE SIDEWALL FOR BOTH CASES 2.) DEAD + omega*WIND (D + omega*W) BUILDING SURFACE (1) = Age-(2*a*9) WIND PRESSURE TO SURFACE ome a* 1 g () 126 FT 2 WIND LOAD TO SURFACE 1 10.6 PSF BUILDING SURFACE (2) 1 .33 KIPS WIND PRESSURE TO SURFACE ome a* 2) ( 72 HORIZONTAL COMPONENT PRESSURE 5.6 PSF PSF SF WIND LOAD TO SURFACE 2 3.1 PSF BUILDING SURFACE (1 E) = (2*a*9)FT 0.22 KIPS WIND PRESSURE TO SURFACE ome a*( 1 E) g 54 WIND LOAD TO SURFACE 1E 12.4 PSF SF P BUILDING SURFACE (2E) 0 .67 KIPS WIND PRESSURE TO SURFACE ome a* 2E) ( 3 HORIZONTAL COMPONENT PRESSURE P 6.4 PSF SF WIND LOAD TO SURFACE 2 3.6 PSF TOTAL LATERAL WIND LOAD 0.01 KIPS 2.24 KIPS WIND LOAD GOVERNS aD DANIEL J. DOBBIE Page 17 Q Q Professional Engineer Job No. 8020 15925 Renee Way Flournoy, CA 96029 Date: April 2008 Phone/Fax (530) 833-5423 Seegert Pool House DIAPHRAGMS & CHORDS ROOF DIAPHRAGM: TOTAL LOAD TO ROOF (Vr) = 2.24 - 20*.0106 2.03 KIPS DIAPHRAGM WIDTH (W): 20 FT DIAPHRAGM LENGTH (L) 20 FT MAXIMUM DIAPHRAGM UNIT SHEAR (vmax): 0.051 KLF ALLOWABLE UNIT SHEAR (va): (CASE 3) 0.180 KLF ROOF DIAPHRAGM: 3/8" APA RATED SHEATHING, UNBLOCKED BOUNDARY & EDGE NAIL = 8d COMMON @ 6" o.c. FIELD NAIL = 8d COMMON @ 12" o.c. ROOF CHORD FORCES (LOADS APPLIED / DIR)• MAXIMUM CHORD FORCE (C=T): C = T = Vr*U(8*W) 0.25 KIPS TOP WALL PLATE SPLICE: (TOP WALL PLATE CHORDS) TOP WALL PLATE 2 - 2 x 6 #2 CROSS SECTIONAL AREA (1 - 2 x 6) 8.25 IN^2 ALLOWABLE TENSION PARALEL TO GRAIN (Ft) 0.575 KSI LOAD DURATION FACTOR (CD) 1.33 ADJUSTED ALLOWABLE TENSION (Ft') 0.765 KSI MAXIMUM ALLOWABLE CHORD FORCE (Tallow) 6.3 KIPS OK TOP WALL PLATE NAILING: (USE 16d SINKER NAILS) (NDS SEC 12.3.1) SIDE MEMBER SPECIES DOUGLAS FIR -LARCH MAIN MEMBER SPECIES DOUGLAS FIR -LARCH NAIL DIAMETER (D) 0.148 IN BENDING YIELD STRENGTH OF NAIL (Fyb) 90000 PSI DOWEL BEARING STRENGTH SIDE MEMBER (Fes) 4650 PSI DOWEL BEARING STRENGTH MAIN MEMBER (Fern) . 4650 PSI THICKNESS OF SIDE MEMBER (ts) 1.5 IN PENETRATION MAIN MEMBER (p) 1.5 IN FACTOR (KD) j 2.2 FACTOR (Re) = Fern/Fes ! 1 FACTOR (k1) I 1.092 FACTOR (k2) 1.092 FIND LEAST YIELD MODE: MODE Is Z = 469 LBS MODE Illm Z = 171 LBS MODE Ills Z = 171 LBS MODE IV Z = } 118 LBS GOVERNING MODE: MODE IV Z= 118 LBS PENETRATION DEPTH FACTOR (Cd): Cd = p / 12*D (< 1.0) 0.845 ADJUSTED LATERAL DESIGN VALUE: ALLOWABLE LOAD TO 16d SINKER NAIL (Z') 99 LBS NUMBER OF NAILS REQUIRED (N) = T / (Z' * CD) 2 NAILS USE: 12 -16d SINKER NAILS TYPICALIROOF DIAPHRAGM 2 - 2 x 6 #2 TOP WALL PLATES CHORDS 4'- 0" MIN. LAP AT SPLICES W/ 12 -16d SINKER NAILS BETWEEN SPLICES a\rz�Prof DANIEL J. DOBBIE Page 18 Qessional Engineer Job No. 8020 15925 Renee Way Flournoy, CA 96029 Date: April 2008 Phone/Fax (530) 833-5423 Seegert Pool House SHEAR WALL AT NORTH WALL FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = 2.03 TOTAL SHEAR COLLECTED TO WALL LINE (V): 2.03 KIPS PANEL SIZES: HEIGHT WIDTH P1: 9.00 FT 20.00 FT TOT WIDTH = 20.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.102 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF. A SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 6" o.c. FIELD NAIL = 8d COMMON @ 12" o.c. PANEL. P1 DATA: PANEL WIDTH (W): 20.00 FT PANEL HEIGHT (H): 9.00 FT TOTAL SHEAR RESISTED BY PANEL (V): 2.03 KIPS DOES WIND OR SEISMIC GOVERN? WIND UNIT DEAD LOAD TO PANEL (w): 0.138 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo) 18.3 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 18.4 KIP FT NO OT NET OVERTURNING MOMENT (Mnet): 0.0 KIP FT LEFT DOWN LOAD REACTION (Rd): 2.76 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) 0.00 KIPS NO HOLDOWNS REQUIRED SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 29 " o.c. USE: 28 aD DANIEL J. DOBBIE QQ Professional Engineer TOTAL SHEAR RESISTED BY PANEL (V): 1.02 KIPS 15925 Renee Way WIND UNIT DEAD LOAD TO PANEL (w): Flournoy, CA 96029 APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS Phone/Fax (530) 833-5423 Page 19 Job No. 8020 Date: April 2008 Seegert Pool House SHEAR WALL AT EAST & WEST WALLS FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = 2.03/2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 1.02 KIPS PANEL SIZES. HEIGHT WIDTH P1: 9.00 FT 13.00 FT TOT WIDTH = 13.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.078 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF A SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 6" o.c. FIELD NAIL = 8d COMMON @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (W): 13.00 FT PANEL HEIGHT (H): 9.00 FT TOTAL SHEAR RESISTED BY PANEL (V): 1.02 KIPS DOES WIND OR SEISMIC GOVERN? WIND UNIT DEAD LOAD TO PANEL (w): 0.138 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo) 9.1 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 7.8 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 1.4 KIP FT LEFT DOWN LOAD REACTION (Rd): 1.90 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -0.10 KIPS ALLOWABLE UPLIFT SIMPSON 'HDU2' ON 2 - 2x 3.075 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 29 " o.c. USE: 28 SEE NEXT PAGE FOR OPENING IN SHEAR WALL aD DANIEL J. DOBBIE Page 20 Q Q Professional Engineer Job No. 8020' 15925 Renee Way Flournoy, CA 96029 Date: April 2008 Phone/Fax (530) 833-5423 Seegert Pool House EAST & WEST SHEAR WALL (CONT) OPENING IN SHEAR WALL DESIGN DATA: BLOCK AND STRAP ACROSS CORNERS LENGTH OF SHEAR WALL: (Lsw) 13.00 FT TOTAL LENGTH OF OPENINGS: (Lo) 3.00 FT NET LENGTH OF SHEAR WALL: (Ln) 10.00 FT DEDUCT 0.00 ADJUSTED NET LENGTH OFSHEAR WALL 10.00 SHEAR FORCE TO WALL LINE (V) 1.02 KIPS UNIT SHEAR ABOVE OPENINGS (vab) 0.078 KLF UNIT SHEAR AT SHEAR PANELS (vo) (DEDUCT OPENINGS) 0.102 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF A SHEAR PANELS: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 6"o.c. FIELD NAIL = 8d COMMON @ 12"o.c. 0.00 KIPS MAXIMUM DRAG FORCE AT CORNERS OF TYPICAL OPENINGS: 0.00 KIPS OVERSTRENGTH FACTOR (omega) 2.5 LOAD DURATION FACTOR (Cd) 1.33 LENGTH OF OPENINGS (Lt) 3.00 FT UNAMPLIFIED FORCE AT ONE CORNER (Fc) = vab"Lt/2 0.12 KIPS AMPLIFIED FORCE AT ONE CORNER (Fc') = Fc " omega 0.29 KIPS DRAG CONNECTION: ALLOWABLE LOAD 'CS16' STRAP 1.71 KIPS DRAG CONNECTION: SIMPSON 'CS16' COIL STRAP OVER HEADER BEAMS & EXTEND OVER 2x BLK'G BETWEEN STUDS FULL WIDTH OF SHEAR WALL, W/ 16d SINKERS @21/16" o.c. TYPICAL PIER OVERTURNING DATA: PIER WIDTH (W): 5.00 FT PIER HEIGHT (H): 4.00 FT TOTAL SHEAR RESISTED BY PANEL (V): 0.51 KIPS DOES WIND OR SEISMIC GOVERN? WIND UNIT DEAD LOAD TO PANEL (w): 0.125 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo) 2.0 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): HD REQ'D 1.0 KIP FT NET OVERTURNING MOMENT (Mnet): 1.0 KIP FT LEFT DOWN LOAD REACTION (Rd): 0.82 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -0.20 KIPS ALLOWABLE SHEAR FOR A TYPE PANELS 0.260 KLF REQUIRED DEVELOPMWNT LENGTH BELOW WINDOW 0.77 FT DEVELOPMENT LENGTH ADEQUATE DANIEL J. DOBBIE- aD Professional Engineer 15925 Renee Way Flournoy, CA 96029 Phone/Fax (530) 833-5423 ROOF LATICE SECONDARIES (012 PITCH) DESIGN DATA: HORIZONTAL RAFTER LENGTH (HL) 8.00 FT RAFTER PITCH HEIGHT (P) (4:12, P=4) 0 :12 SLOPE FACTOR (SF) 1.000 TRUE RAFTER LENGTH (L) .8.00 FT ROOF DEAD LOAD (DL) 12 PSF ROOF LIVE LOAD (LL) 20 PSF REDUCE LIVE LOAD FOR HORIZONTAL PROJ. (LL') 20 PSF ROOF LIVE LOAD REDUCTION (R2) = 1.2 -.05-P 1.000 REDUCED LIVE LOAD FOR SLOPE (LL") = LL' -R2 20 PSF TOTAL ROOF LOAD (TL) 32 PSF RAFTER SPACING (s) 12 IN UNIFORM TOTAL LOAD (wd) 0.032 KLF Page 21 Job No. 8020 Date: April 2008 Seegert Pool House RESULTANTS: END REACTION (R) 0.13 KIPS MAXIMUM BENDING MOMENT (M) 0.26 KIP FT TRIAL RAFTER SIZE: 4 x 6 #2 RAFTER DEPTH (d) 5.5 IN RAFTER RESISTIVE SHEAR (Vr) 2.31 KIPS RAFTER RESISTIVE MOMENT (Mr) 1.32 KIP FT MOMENT OF INERTIA (1) 48.52 IN^4 MODULUS OF ELASTICITY (E) 1600 KSI EI VALUE (EI) 77632 KSI RAFTER VALUES: LOAD DURATION FACTOR (Cd) 1.25 ROOF MAXIMUM HORIZONTAL SHEAR (V) = R - wtl * d 0.11 KIPS ADJUSTED RESISTIVE SHEAR (Vr') = Cd * Vr 2.89 KIPS OK ADJUSTED RESISTIVE MOMENT (Mr') = Cd * Mr 1.65 KIP FT OK DEFLECTION: TOTAL LOAD DEFLECTION 0.038 IN SPAN/DEFLECTION RATIO (TL) L/ 2527 OK ROOF RAFTERS: 4 x 6 # 2 @ 12" o.c. a\Dn DANIEL J. DOBBIE Page 22 QProfessional Engineer Job No. 8020 15925 ay Renee W Flournoy, Renee Way Date: April 2008 Phone/Fax (530) 833-5423 Seegert Pool House LATTICE ROOF BEAMS SIMPLE SPAN BEAM DESIGN DATA: SPAN LENGTH (L) 8.00 FT TRIBUTARY ROOF WIDTH (Wr) 8.00 FT TRIBUTARY AREA (Atrib) s 64 FTA 2 ROOF DEAD LOAD (RDL) 12 PSF ROOF LIVE LOAD (RLL) 20 PSF LIVE LOAD AREA REDUCTION (R1) = 1.2-.001 -At 1.000 REDUCED LIVE LOAD (RLL') 120.0 PSF UNIFORM ROOF DEAD LOAD (URDL) 0.096 KLF UNIFORM ROOF LIVE LOAD (URLL) 0.160 KLF UNIFORM BEAM DEAD LOAD: (UBDL) 0.025 KLF TOTAL UNIFORM LOAD (TUL) 0.281 KLF RESULTS: MAXIMUM REACTION (Rmax) 1.12 KIPS MAXIMUM BENDING MOMENT (Mmax) 2.2 KIP FT TRIAL SIZE: 4 x 8 #1 BEAM DEPTH (d) 7.25 IN BEAM WIDTH (b) 3.5 IN MOMENT OF INERTIA (1)111.1 IN ^4 MODULUS OF ELASTICITY (E) 1700 KSI RESISTIVE SHEAR BASE VALUE (Vr) 3.05 KIPS RESISTIVE MOMENT BASE VALUE (Mr) 2.55 KIP FT LOAD DURATION & VOLUME FACTOR ADJUSTMENT: ROOF LOAD DURATION FACTOR (Cdr) (SNO,ROOF) 1.25 ROOF MAXIMUM SHEAR (Vmax) Vmax = Pmax - (w * d/12) 0.95 KIPS FINAL RESISTIVE SHEAR (Vr') Vr' = Vr * Cd 3.81 KIPS OK VOLUME FACTORS (Cv) 1.203 NOT APPL Cv = k(12/d)^.1 * (5j.125/b)^.1 * (21/L)^.1 LOADING CONDITION FACTOR (k) k = 1.00 UNIFORMLY DISTRIBUTED LOAD (Cvw) ADJUSTED RESISTIVE MOMENT (Mr') Mr'=Mr*Cd' 3.2 KIP FT OK DEFLECTION: DEFLECTION DUE TO TUL (Dtul) 0.137 IN DEFLECTION/SPAN RATIO L / 700 OK LATTICE BEAM: 4 x 8 #1 DANIEL J. DOBBIE Professional Engineer 15925 Renee Way Flournoy, CA 96029 Phone/ ax (530) 833-5423 LATTICE CANTILEVERED STEEL COLUMNS Page 23 Job No. 8020 Date: April 2008 Seegert Pool House FLAGPOLE COLUMN AND FOOTING EACH SUPPORT AWAY FROM POOLHOUSE SEISMIC SHEAR AT ONE COLUMN = .078*.012*8*(8/2+3) * 6.5/1.25 TOTAL SHEAR COLLECTED TO ONE COLUMN (V): 0.27 KIPS SHEAR TO ONE COLUMN (V) 0.27 KIPS HEIGHT OF COLUMN (h) 8.00 FT COLUMN DESIGN: TRIAL COLUMN SIZE: 3" STD PIPE STEEL YIELD STRENGTH (Fy) 36 KSI SECTION MODULUS (S) 1.72 IN^3 BENDING STRESS (fb) V'* h / S = 15.21 KSI OK MODULUS OF ELASTICITY (E) 29000 KSI MOMENT OF INERTIA (I) 3.02 INA 4 MAXIMUM DEFLECTION(D) V * h^3 / (3 * E * 1)'= 0.92 IN DEFLECTION/HEIGHT RATIO D / h = L / 0.010 BASE PLATE DESIGN DATA: CONCRETE STRENGTH (f c) 3000 PSI PHI FACTOR BEARING ON CONCRETE (phi) 0.70 ULTIMATE BEARING ON CONCRETE qu = phi x.85 x fc 1.785 KSI REDUCE FOR STRENGTH FACTOR 1.4 SEIS AWS BEARING ON CONCRETE (q) 1.275 KSI SUM OF VERTICAL LOADS ON COLUMN (P) 0.39 KIPS MOMENT AT COLUMN BASE (M) 2.18 KIP FT COLUMN WIDTH (Wc) = .8*D 2.8 IN BASE PLATE SIZE: BASE PL WIDTH (W) 9.00 IN BASE PL LENGTH (L) 9.00 IN DISTANCE BOLTS FROM EDGE (D) 1.5 IN DISTANCE BOLTS TO A (E) = W/2 -D 31N DISTRIBUTED REACTION @ BASE MAT'L (w) w = q * L 11.48 KLI RESULTANTS AT BASE PLATE: FIND: WIDTH OF BEARING ON CONCRETE (z) SUM VERT. FORCES: T = w*z - P SUM MOMENTS ABOUT A M = T*E - wz*(W/2 - z/2) THEREFORE: 0 = w/2*(z)^2 + w*(E - W/2)*(z) + (E*P + M) QUADRATIC EQUATION: z = (-b+(b^2-4ac)^.5)/2a RESULTANT 'a' VALUE -5.74 RESULTANT'U VALUE 17.21 RESULTANT'c' VALUE 1.01 RESULTANT'z' VALUE -0.058 IN RESULTANT TENSION AT BOLTS (T) 1.05 KIPS BENDING IN BASE PLATE: (CONSIDER 1" WIDTH OF PLATE) MAX BENDING MOMENT (M)=w*z*(W/2-z/2-Wc/2) 2.03 KIP IN PLATE THICKNESS REQUIRED (t) 0.672 IN BASE PLATE: 3/4" x 9" SQUARE DANIEL J. DOBBIE Professional Engineer 15925 Renee Way Flournoy, CA 96029 Phone/Fax (530) 833-5423 Page 24 Job No. 8020 Date: April 2008 Seegert Pool House LATTICE CANTILEVERED STEEL COLUMNS (CONT) FLAGPOLE FOOTING: (CONSTRAINED) LOADING DATA: APPLIED LATERAL FORCE (P) P = V 0.27 KIPS DISTANCE FROM GROUND SURFACE P APPLIED (h) 10.50 FT ALLOWABLE LATERAL SOIL -BEARING PRESSURE (q) 0.100 KSF112 INPUT DATA: IS FOOTING SQUARE OR ROUND? SQUARE LOAD DURATION FACTOR (Cd) 1.33 DIAMETER OR LENGTH OF ONE SIDE (b) 2.00 FT LATERAL SOIL -BEARING 1/3 DEPTH (S3) q " d " Cd = 0.43 KSF TRIAL, FOOTING DEPTH (d) 3.25 FT RESULTANTS: CBC SEC 1805.7.2.2 EQUATION (18-2) (4.25"'P-h/(S3*b))^0.5= REQUIRED DEPTH (d') 3.15 FT FLAGPOLE COLUMN 3" STD PIPE COLUMN & FOOTING: 2'- 0" SQUARE x X- 3" DEEP FTG OK aD DANIEL J. DOBBIE QQ Professional Engineer - -- -- 15925 Renee Way Flournoy, CA 96029 Phone/Fax (530)833-5423 Page 25 Job No. 8020 Date: April 2008 Seegert Pool House RESTRAINED CONCRETE RETAINING WALL 1'- 0" LENGTH OF WALL REINFORCING STEEL YIELD STRENGTH (fy) SOIL DATA: REINFORCING DEPTH (d) d = t / 2 EQUIVALENT FLUID PRESSURE (wc) 0.045 KCF^2 ADDITIONAL SOIL SURCHARGE (ws) 0.000 KLF WALL DATA: BENDING IN WALL: WALL THICKNESS (t) 6 IN HEIGHT OF WALL RETAINING (Hr) 2.50 FT WEIGHT OF WALL (.150 KCF CONC) 0.188 KIPS VERTICAL LOAD ON TOP OF WALL (P) 0.5 KIPS DESIGN DATA: CONCRETE COMPRESSIVE STRENGTH ft) 3000 PSI REINFORCING STEEL YIELD STRENGTH (fy) 60000 PSI REINFORCING DEPTH (d) d = t / 2 31N STRENGTH REDUCTION FACTOR (phi) 0.9 STRENGTH METHOD LOAD FACTOR 1.7 EARTH BENDING IN WALL: REACTION AT TOP OF WALL (Rt) = ws*Hr/2 + we*Hr^2/6 0:047 KIPS REACTION AT BOT OF WALL (Rb) = ws*Hr+wc*Hr^2/2-RT 0.094 KIPS LOCATION ZERO SHEAR (z) 0 = 0.5*wc*z"2 + ws*z - Rt 1.44 FT A FACTOR (0.5*wc) 0.023 B FACTOR (ws) 0.000 C FACTOR (Rt) -0.047 MAX MOMENT IN WALL (Mw)=we*z^3/6+ws*z^2/2-Rt*Z 0.050 KIP FT ULTIMATE MOMENT IN WALL (Muw) 0.08 KIP FT REINFORCING STEEL RATIO (p) 0.000174 < pmin USE: REINFORCING STEEL RATIO (p') = 1.33*p 0.000231 AREA OF REINFORCING STEEL REQUIRED (Asreq'd) 0.008 IN^2 REINFORCING BAR SIZE (#) 4 AREA OF REINFORCING BAR (A) 0.2 SQ.IN. REIFORCING SPACING (Sp) 18 IN. O.C. AREA OF STEEL (As) = A * 12 / Sp 0.133 IN^2 REINFORCING IN WALL: MINIMUM VERTICAL As (Asv) .0012 * Ag = 0.0864 IN^2 USE: #4 @ 18" o.c. As =.133 IN^2 MINIMUM HORIZONTAL As (Ash) .0020 * Ag = 0.144 IN^2 USE: #4 @ 16" o.c. As =.150 IN"2 f, r� 'r n aDDANIEL J. DOBBIE Page 26 Q Professional Engineer Job No. 8020 - - 15925 Renee Way Flournoy, CA 96029 Date: April 2008 Phone/Fax (530) 833-5423 Seegert Pool House RESTRAINED RETAINING WALL (CONT.) AXIAL LOADS ON WALL: REINFORCING STEEL RATIO (p') 0.000231 STRENGTH REDUCTION FACTOR (phi) 0.7 EEFECTIVE LENGTH FACTOR (k) 1.0 STRENGTH METHOD LOAD FACTOR 1.70 ULTIMATE AXIAL LOAD (Pu) 1.0 KIPS ULTIMATE WALL STRENGTH (phiPnw) 81.1 KIPS >Pu OK phiPnw =.55 * phi * f'c * Ag * (1 - (k * H / (32 * t))^2) COMBINED FLEXURAL AND COMPRESSIVE AXIAL LOADS GROSS AREA OF SECTION (Ag) 72 IN^2 ALLOWABLE LOAD ON GROSS AREA (0.1 * fc * Ag) 21.6 KIPS >Pu OK BETA FACTOR FOR CONCRETE W/ f < 4000 PSI (131) 0.85 STRESS BLOCK DIMENSION (xb) = 87000 * d / (fy + 87000) 1.776 IN COMPRESS. CONCRETE YIELD (Cc) = 0.85*fc*B1*xb*b = 46.2 KIPS TENSION REINFORCING YIELD (T) = As * fy 8.0 KIPS NOMINAL AXIAL LOAD AT BALANCED CONDITION (Pb) 38.2 KIPS Pb=Cc-T ULTIMATE AXIAL LOAD BALANCED CONDITION (phiPb) 26.7 KIPS >Pu OK CONDITIONS FOR BALANCED STRAIN ARE SATISFIED RESISTANCE TO SLIDING: CONTACT RESISTANCE TO SLIDING (C)(T-1804.2) 0.130 KSF ALLOWABLE LATERAL BEARING PRESSURE (b) 0.100 KSF^2 LOAD DURATION FACTOR (Cd) 1.00 NORMAL DEPTH TOP OF FOOTING BELOW NAT. GRADE (Dn) 0.50 FT WIDTH OF WALL FOOTING (Wf) 1.00 FT HORIZONTAL SLIDING FORCE (Fs) 0.09 KIPS CONTACT RESISTANCE (Rc) = Wf *-C 0.13 KIPS LATERAL SOIL RESISTANCE (Rs) (1' THK FTG) 0.11 KIPS TOTAL RESISTANCE TO SLIDING (Rt) 0.24 KIPS OK RESTRAINED RETAINING WALL• 6" CONC. WALL W/ #4 @ 18" o.c. (V) #4 @ 16" o.c. (H) (fc = 3000 PSI) (d = 3") 1'- 0" THICK x 1'- 0" WIDE CONTINUOUS FOOTING TOP OF FOOTING 6" BELOW GRADE H S- _ N8q ° 10'45 "E , 25453' F401.'AK TREE / ` I o o I I 60 OAK TREE I 1200 6AL. I a I V ,p 5EPTIC TANK NI ! ;r O z O n Q O I 5' MIN. I 4� 5' MIN. 10' d I - O PROPOSED RESIDENCE Z N I I Lu i . .40% Environmental Heali JUN 3 0 2003 Chico, California I I I 57'-10" 2191; DR�1'F d� �4Y FX�s \�5°S``� ` PLANNING DIVISION BUILDING PLAAPPROVAL RES�D�jVT/.. \ _ ` r _20A( use:- Partcin9 Landsca in9:------ _ 16 I --S' MIN. 5' MIN. REPLACEMENT LEACH LINES (6.7'-0" X 4 = 25 LEACH LINES (6q'-4" X 3 = 255 "LEACH LINES TO AT A DEPTH NO 1 3' BELOW ORADI I EXISTING 4' SIDEWALK EX15TINO ROLLED CURB 4 6 z N .J I I Ip I� I Q r z EXISTING 4' SIDEWALK EX15TINO ROLLED CURB 4 6 I w Ip I� EXISTING 4' SIDEWALK EX15TINO ROLLED CURB 4 6 N s Q, /! y _ - ._ _ _ _-.- _--;-.-.,-.- :-. r _-� _--_—�._. ._--„+ ,,.... _..--rq..n>.. .. "-'.. ,_' ,• _ .,. y . - .. ,s rn .. ")ynj,~ �,�}q' 'SCF,_ Ir+5._ _._._�_�_ 5'tl'`.. .�. _YGYS✓i.__.. .__ c:-�-.�__M_.-.... .-. -,,_ - - - . 7 ,. .;` 'a ... ........... ... _ �...'r?7✓Cy^.s..v�', __ -. =T • _ H3c- __ _ _,•�.„f'T'2--�-v�-- .yi -•y — n -� , _.. .-� •�"i, r)R t..lE't.' _- _ _ _ ✓ 9�E ,b- ��,ss':.. s5w.g.'"ly''_� �f t—.t:*Tia} E''� Vii. e+ .,::�c,+,'•,�'='�,��xxye_„'4.:.i" ;:.' .3s<. 'i§`..,.'.-. `a+,¢;,.+"': ''."_z l-� _ ___ ..-..�.. ... ......__ ... _.-.. _. _. . ......__._. .. .. _ _.. ._"��i ' r LE 65END ( \ Comemmmm- PROMMY PW ? mo -n" co rzgm ®- CWFMW _. . 4p9Y$iE1R 12 -Gnaw awnc, LCAC* Wm SEP19G LEAGM 709E a .: . [m) 'J. I ► I �I IEW d• OCKM LIM FfWM R70L 110V.9E. VD• MIK SLOPE. 144' 167'-6' 1 ) 33'-13' I� 100 u: NG DIVISION - BUILD N G PLg e. N APPR VAL parking Oate: �� G IS F. , B15' 1 Landscaping; Other: R50' ` Signature.. re: LA R05E COURT `F SEEGERT RESIDENCE BUTTE COUNTY S ILr'IFI[=: X''IL . UILDING DIVISIO[, 10 MWPA APPROVED PfU!PAFW POR LAND IMAGE JAMEssEESERT LANDSCAPD ARC111TL'CTS ;. 6371LLt0ADWAY,CWC0,r_U0QRK%95938 5:10-518-RZOO � '.- _ •. __ ._ __. , k k_ P11(IN(l; (5.10)999.1913/PAX; (630)F9o-1930 qW LA RON COURT GALIRORMA v� ��..� I Owner: AM OM-400-OWMRHAM, NA1BCi+ Tb9 DA'R� MY 6,200b I• • eo -o• e0LAR NFLUE Wc�e )4�+�^1� ,.-rx�,-�""r�.7�.'�&"�" ,... • " , .:�? �s� � a ..,.�:u - =t ,,, u _. _ �- � �n ., r..��SCR'��-v. ...:_ �... a.:.. �. ... �' _ .. - - -- - -- FILE CO .. i 5tr _ 03 ® 12" MIN Q EACH WAY m TO 5'-0" DEEP ir LAP SECTION A -A ALL REINF. AT CENTER OF CONCRETE THICKNESS #3 ® 6" MIN 6 EACH WAY Z TO g' -O" DEEP POOL 8 5PA PLAN 3/32° = r -o" #5 ® 12" MIN — EAGH WAY TO 5'-0" DEEP 3 MAX I r I -O a3®48" CONT. ( HOOK OVER 0 'P�by7-bF m 4 in SPA GENERAL SPECIFICATIONS Spa Type: Gunite Dimensions: 7' Diameter Depth: 3' Liner/Finish: White Plaster Spa Capacity: 750 Gallons Spa Jets: 8 @ 1-1/2" Heater: 300,000 BTU Circulation Pump: Jandy 1 HP - 2 Spee Jet Pump: Jand 1-1/2 HP Light: Hayward L.E.D. Clock/Controls: Jand 'Pool -S a' Control Gas Line: 2" Electrical BY: Roger Job Electric 5PA NOTE5� I. REINFORGIN6 STEEL SHALL BE GLEAN, SECURELY TIED IN PLACE, AND SUPPORTED TO MAINTAIN CLEARANCES AND 5PACIN65 WHILE 6UNiTE 15 PLACED. 2. REINFORGIN6 STEEL SHALL BE GRADE 40 (40 K51). 3. 6UNITE PROPORTIONS SHALL BE ONE ( 1 ) PART GEMENT TO FOUR AN ONE HALF (4-1/2) PARTS SAND, MEASURED ON A DRY, L005E VOLUMNE BASIS, AND SHALL GAVE A MINIMUM COMPRE551VE 5TREN6TH OF TWO THOUSAND (2,000 P51) P51 AT TWENTY EIGHT (28) DAYS. 4, SURFACES A&AIN5T WHICH 6UNITE 15 PLACED SHALL BE WETTED PRIOR TO COMMENCING OPERATIONS. 5. POOLS SHALL BE LOCATED IN FIRM, UNDISTURBED SOIL. 6. ALL BONDING TO SECURED IN PLACE PRIOR TO GALLING BUILDING DEPARTMENT FOR REINFORCING. INSPECTION. -7. ALL ELECTRICAL MUST COMPLY WITH ARTICLE 0680 NEC. 8. ALL PLUM5IN6 SHALL COMPLY WITH THE 2001 GPC. q. ALL REINFORCING R 6UNITE SHALL COMPLY WITH THE 2001 GBG SECTION IgI5 "51-I0TGRETE" AND SECTION 310q "5WIMMING POOL ENCLOSURES AND SAFETY DEVICES". POOL GENERAL SPECIFICATIONS ze: 24'x 38' ea: 912 SF the 3' to 8' ier/Finish: White Plaster )ol Capacity: 35,000 Gallons rculation Pump: Jandy 1 HP - 2 Speed ter: Jandy 400 Cartridge is uum Line & Skimmer: 2" 3turn Lines: 4 @ 1-1/2" gin Drains: 2 @ 1-1/2" ummer Model: U-3 ickwash Line: N/A I Line: 3/4" Fill Line it -Siphon Valve: Yes - Auto Fill hts: 2 Hayward L.E.D. ock/Controls: Jand `Pool -S a' Control Center )ol Cleaner: Polaris )ol Cleaner Pump: 3/4 HP Booster Purn ilorinator: Inline Rainbow actric : Roger Job Electric ectrical Bonding By: Roger Job Electric )ard Size/Supports: N/A Idder: N/A ide: N/A . Te UUMI' 1�� ?VoFESS/ �0pti ®`v Q�O��ELJ. 0O�9l� gjjVD �vG ^�pR No. 042028 z 3/31/10 m LLJ ao M 0 -Loa w O Q = LLJ a LU a- U LLu LJ Z -� 04/22/08 °C"i/52'-V-o' UON oaAVIN did .roe 6020 OHM 10 OF SHETS r� L U MIN. 1 I 40 5' MIN. ' OAK TREEJ� — — — — — 10 � o I 60' OAK TREE 1200 GAL. SEPTIC TANK I N � J � 11)O Q O O w 5' MIN. N O 5' MIN. to � I u z I PROPOSED RESIDENCE I I W Environmental Heal1 J U N 3 0 2003 Chico, California 55?e,f-Q 10 6'-4" -%% *1% I 57'-10" Ix I 29c � Q' r e" ° ppo I6' chi \ 12'-7" W& - REPLACEMENT LEACH LINES (67'-0" X 4 = 25 — LEACH LINES (69'-4" X 3 = 25!! 'LEACH LINES TO AT A DEPTH No 3' BELOW GRADI bq'-4" 61'-3" 5 0 z H N w EXISTING 4' SIDEHALK EXISTING ROLLED CURB 4 C . `w:'. ` ., » : �; .. -.'jt,•' a �. r � .t .• �� ?. _ � • , +*�" 5,. � rS t' 'e,;_r- �,�.{r t��:y;^' Ir'Ti4 f��'�'"�, 'r .� �' GENERAL NOTES I. THE OWNER/BUILDER SHALL: VERIFY ALL DIMENSIONS, ELEVATIONS, AND 51TE CONDITIONS BEFORE STARTING WORK. THE ENGINEER SHALL BE NOTIFIED IN WRITIN6 OF ANY DISCREPANCIES. 2. THE OWNER/BUILDER AGREES THAT HE SHALL A55UME'50LE-AND COMPLETE RESPONSIBILITY FOR JOB 51TE'GONDITIONS DURING THE COURSE OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND, PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKIN6 HOURS; AND THAT THE OWNER/BUILDER SHALL -DEFENO,INDEMNIFY " AND HOLD DANIEL J: 00551E HARMLESS FROM ANY AND ALL LIABILITY, REAL OR' ALLEGED, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NE6L16ENCE Or- DANIEL FDANIEL J. DOSSIE. r 3. THE OWNERIBILVeR AGREES THAT HE/SHE SHALL NOT DEVIATE FROM THESE' DRAWIN65 WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE= ENGINEER. 4. ALL OM155IONS AND/OR CONFLICTS BETWEEN VARIOUS ELEMENTS OP THE WORKIN6 DRAWINGS AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. 5. IF CERTAIN FEATURES OF CONSTRUCTION 'ARE NOT FULLY 5HOWN ON THE DRAWINGS OR GALLED OUT IN THE NOTES OR SPECIFICATIONS THEN THEIR CONSTRUCTION. SHALL BE THE SAME A5 FOR 51MILAR CONDITIONS WHICH ARE 5HOWN OR. GALLED OUT ON THE DRAWIN65 OR SPECIFICATIONS OR AS DIRECTED BY THE ENGINEER. 6. ALL CONSTRUCTION, INCLUDING MATERIALS AND WORKMANSHIP,.5HALL CONFORM TO THE INTERNATIONAL BUILDING CODE 2006 EDITION AS ADOPTED AND- MODIFIED BY THE STATE OF CALIFORNIA IN REFERENCE TO THE 2001 CALIFORNIA BUILDING CODE (CBC). 1. IN•AREAS.OF EXCAVATION THE CONTRAGTOR'514ALL DETERMINE THE LOCATION OF ALL EXI5TIN& UNDERGROUND UTILITIES BEFORE. STARING EXCAVATION. e. THE-OWNER/BUILDER SHALL NOT SCALE THE WORKING DRAWIN65. FOUNDATION 1. 501L I?E516WINFORMATION:- SOIL DESI6N'PRE55URE: CONTINUOUS FOOTIN65: 1500 P5F PAD FOOTINGS- ' 1500 P5F BOTTOM OF FOOTIN65 SHALL BE AT LEAST I:� INCHES BELOW LOWEST ADJACENT FIN15H GRADE. 2. THE FINISH EXCAVATION FOR FOUNDATIONS SHALL BE NEAT 4• TRUE TO LINE WITH ALL LOOSE MATERIAL AND STANDING WATER REMOVED BEFORE CONCRETE 15 PLACED. 3. THE TESTING LAB SHALL SUBMIT COMPACTION REPORTS FOR ALL FILL TO THE ENGINEER PRIOR TO REOUE5T1N& FOUNDATION INSPECTION. ALL LOOSE 501L AND FILL DIRT, INCLUDING BACKFILL BEHIND RETAINING WALL5, SHALL. BE COMPACTED TO AT LEAST AO% OF MAXIMUM DEN5ITY. 4. BACKPILL FOR ALL RETAINING WALLS SHALL BE PERVIOUS MATERIAL AND SHALL NOT BE" PLACED UNTIL MA50NRY OR CONCRETE RETAINING MEMBERSHAVE BEEN IN PLACE A MINIMUM OF 14 DAYS OR HAVE'OBTAINED 15% OF THE DESIGN STRENGTH. 5. PRIOR TO BACKFILLIN6, PROVIDE TEMPORARY'SHORING FOR ALL WALLS RETAINING EARTH, UNLESS OTHERWISE NOTED. 6. TEMPORARY SHORING FOR ALL RETAINING WALL5 REG'UIRIN& PERMANENT STRUCTURAL SUPPORT AT THE TOP OF THE WALL SHALL REMAIN IN PLACE UNTIL SUCH SUPPORTS ARE INSTALLED. . IN THE CASE OF CONCRETE SUPPORTS, THE SHORING SHALL. REMAIN IN PLACE MINIMUM' OF l DAYS AFTER CONCRETE PLACEMENT. REINFORCING STEEL I. BAR REINFORCING SHALL CONFORM TO A5TM A615, INCLUDING SUPPLEMENT 51 ALL REINFORCING STEEL SHALL BE GRADE 60 (60 KSU. 2. DETAILS FOR REINFORCING SHALL CONFORM TO. CHAPTER 1 OF THE AMERICAN CONCRETE . INSTITUTE PUBLICATION 318-05, UNLE55 OTHERWISE NOTED.' 3. LAPS AT BAR SPLICES IN CONCRETE CONSTRUCTION SHALL CONFORM TO CHAPTER 12 OF THE LATEST EDITION OF THE AMERICAN CONCRETE INSTITUTE. 318. 4. VERTICAL BARS IN CONCRETE CONSTRUCTION SHALL BE ACCURATELY P051TIONED AT THE CENTER OF THE WALL, UNLESS OTHERWISE NOTED. 5. -WELDED WIRE FABRIC. SHALL CONFORM TO A5TM AIDS. 6. LAPS IN WELDED W1RE FABRIC AT SPLICES SHALL NOT BE LE55 THAN 8 INCHES. 1. WALL5, PIL.A5TER5, AND COLUMNS SHALL BE DOWELED TO THP SUPPORTING FOOTINGS WITH REINFORCIIN6 OF THE SAME 5IZE AND SPACING AS THE VERTICAL REINFORCING. 8. BAR SUPPORTS SHALL BE PROVIDED AS SPECIFIED IN THE "MANUAL OF STANDARD PRACTICE" ISSUED BY THE CONCRETE REINFORCING STEEL INSTITUTE. 41. ALL REIFORCIN& SHALL SECURELY TIED IN PLACE PRIOR TO PLACING CONCRETE OR &ROUT. 10. WELDING OF GRO99IN6 BARS AND TACK WELDING OF REINFORCING SHALL NOT BE PERMITTED. REINFORCED CONCRETE 1. A. THE MINIMUM 28 DAY CONCRETE COMPRESSIVE STRENGTH SHALL. BE. FOUNDATION5/PAD FOOTINGS 2500 P51 SLABS ON 61RA0E 2500 P51 B. THE MAXIMUM 5LUMP,5HALL BE 4 INCHES. G. MIX Dl°x.,1"5 SHALLDE.SUBMITTED FOR ALL CONCRETE WITH REQUIRED' STRENGTHS'.6REATER THAN 2500 PSI. MIX DESIGNS SHALL BE PREPARED BY A PROFESSIONAL. -uN6INEER REGISTERED IN THE STATE OF CALIFORNIA AND SUBMITTED TO THE PROJECT DESIGN PROFESSIONAL FOR. REVIEW. 2. PORTL.AND,:GEMENT SHALL CONFORM TO A5TM CI50, TYPE 1 OR II. S. A6&;ZE6ATE9FOR,NORMAL WEIGHT CONCRETE SHALL CONFORM TO A5TM C33. 4. ADMIXTURES USED TO INCREASE THE WORKABILITY OF THE CONCRETE SHALL NOT BE CON51MIRED TO REDUCE THE SPECIFIED MINIMUM GEMENT CONTENT, 5. READY-mixLONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE W1TH A5TM 0414. 6. MINIMUM CONCRETE COVER (IN INCHES) FOR REINFORCING'STEEL FOR NON -,PRESTRESSED CONCRETE; A: CAST AGAINST AND, PERMANENTLY EXPOSED TO EARTH 3" B. FORMED SURFACES .EXPOSED TO EARTH OR WEATHER »6 .AND LARGER Z. *5 AND.5MALLER, I." 1. SLEEVES, PIPES, AND CONDUITS SHALL NOT. BE PLACED THROUGH CONTINUOUS OR SPREAD FOOTIN65,'6RADE OEAbkS, OR TIE BEAMS. - 0. ALL EXP05EO CORNERS SHALL BE CHAMFERED 3/4 INCH UNLE55 NOTED. 41. CONSTRUCTION JOINT'S SNALL.BE ADEQUATELY' KEYED. THEIR LOCATIONS AND DETAILS, WHEN NOT'SHOWN ON THE DRAWIN65, 5HALL'BE SUBJECT TO THE APPROVAL OF THE ENGINEER. 10. CONCRETE PLACEMENTS SHALL BE CONTINUOUS 13ETWEEN,GON5TRUGTION JOINTS. 11. UNLE590THe"ISE SHOWN,ON THE DRAWINGS, SLABS ON GRADE SHALL BE CAST IN SQUARE OR RECTANGULAR PATTERNS NOT EXCEEDING 400 5OUARE FEET, WITH A MAXIMUM; DIMENSION OF 20 FEET BETWEEN CONSTRUCTION, WEAKENED PLANE, OR•CONSTRUCTION JOINTS, 104000 NOTES I. SAWN WOOD MEMBERS SHALL BE DOUGLAS FIR OR LARCH, 545, AND SHALL BE GRADE MARKED BY A GRADING AGENCY RECOGNIZED BY THE INTERNATIONAL CODE COUNCIL (ICG). 2. WOOD 6RADE5, UNLESS NOTED, SHALL BE AS FOLLOWS: LIGHT FRAMING (2" TO 4" THICK 4 2" TO 4" WIDE) NO.2 j015TS 4 HEADERS (2" TO 4" THICK, 6" 4 WIDER) NO.2 BEAMS 4 STRINGERS (bX 4 LARGER) NO.1 P05T 4 TIMBERS (6X 4 LARGER) . NO.1 3. BOLTS SHALL CONFORM TO ASTM A301. NUTS SHALL CONFORM 70 A5TM A569, HEX &RADE A. 4. ALL BOLT HEADS, NUTS, AND LAG SCREWS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS UNLE55 NOTED. 5. BOLT HOLES DRILLW IN WOOD SHALL BE DRILLED 1/32" LARGER THAN THE NOMINAL BOLT DIAMETER EXCEPT FOR PILOT HOLES TO RECEIVE LAG, BOLT THREADS. &..NAILING OF SAWN WOOD MEMBERS, UNLESS OTHERWISE NOTED, SHALL BE DONE WITH COMMON WIRE NAILS AND CONFORM TO TABLE 2304.41,1 OF THE GBG. 1. CUTTING,, DRILLING, OR NOTCHING OF BEAM5/JOIST5/P05T5 SHALL BE PERMITTED ONLY A5 SHOWN ON THE DRAWINGS OR AS INDICATED IN WRITING BY THE ENGINEER. 8. ALL 51LL.5 OR PLATES RE5T1N& ON CONCRETE OR MASONRY, WHICH 16 IN CONTACT WITH THE EARTH, SHALL BE PRESSURE TREATED DOUGLAS FIR. 9: PROVIDE BLOCKING OR BRLDGIN& PER CHAPTER 23 OF THE GBG AND 5EG 4.4.1.2 OF THE NATIONAL DESIGN SPECIFICATION. 10. MOISTURE CONTENT OF MOOD AT THE TIME OF PLACING SHALL NOT EXCEED 141 PERCENT. IQ STRUCTURAL STEEL I. MATERAL5 AND WORKMANSHIP SHALL CONFORM -TO THE LATEST EDITION OF THE "5PEGtFICATION POR THE DE -516N, FABRICATION AND ERECTION OF, STRUCTURAL STEEL FOR BUILDIN65" PUBLISHED BY THE AMERICAN INSTITUTE OP STEEL CONSTRUCTION (AIS_). 2. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING,, STRUCTURAL STEEL, A512 GRADE 50 STEEL PIPE A53 &RDD 3. MACHINE BOLTS AND ANCHOR BOLTS SHALL BE A301 &RADE A. NUTS SHALL CONFORM TO A563, HEX GRADE A. ' 4. ALL WELDING SHALL CONFORM TO PROVI510N DI.I ACCORDING TO THE LATEST EDITION OF THE "STRUCTURAL WELDING CODE•- STEEL" OF THE AMERICAN WELDING SOCIETY (AWS) AND SHALL BE PERFORMED BY WELDERS GIVALIFIEO UNDER THE PROCEDURES SPECIFIED THEREIN. S. FILER METAL USED IN ARG WELDING SHALL CONFORM .TO TABLE 4.1.1 OF AW5 01.1, "STRUCTURAL WELDING CODE - STEEL". OF THE AWS. THE MINIMUM NOMINAL TENSILE STRENGTH FOR FILLER METAL SHALL BE 10 K51. 6. STEEL SHALL HAVE SHOP APPLIED PRIMER PAINT EXCEPT WHERE EMBEDDED IN GONGRETE AND WITHIN 2" OF' SURFACES TO RECEIVE FIELD WELDIN6. JUN 0 3 2008 W O (1) ; W.m J . 'uj V U),O^� v i. CL . ,W . Q W Q x 04/22/08. .. WALE NONE ' DRAWN d Jd TDB' 6020 oF• yrs BUTTE COUNTY JUN 0 5 2008, DEVELOPMENT SERVICES 24'-O" POOL, SPA d POOL HOUSE PLAN NORTH ELEVATION �i co LLJM C/) Lp Ww O VZ w m ..J W O Q 0 Cn U n- W , Z <� 0 04/22/08 QApFESS/C� ,CALF .00 o DRAWN . � O � y� did No. 042028 Exp 3/31/10 m toe 8020 s * � �9�. CIV1L Pa�P F OF CAUF�2 JUN 0 3 2008 of *am SOUTH ELEVATION GOMP051TION ROOFING 1$ ^L" ^` TO MATCH EXISTING HOUSE t_ STUCCO EXTERIOR WOOD LATTICE �{ +ice, �." � .-...,'art" 1 II �•r~• �. -� WITH ACCENT TRIM 4 DECORATIVE COLUMN WRAP � a J r 0. CULTURED EA5T ELEVATION (WEST OPP HAND) 5TONE 1/8" - 1'-0" NORTH ELEVATION �i co LLJM C/) Lp Ww O VZ w m ..J W O Q 0 Cn U n- W , Z <� 0 04/22/08 QApFESS/C� ,CALF .00 o DRAWN . � O � y� did No. 042028 Exp 3/31/10 m toe 8020 s * � �9�. CIV1L Pa�P F OF CAUF�2 JUN 0 3 2008 of *am jAO 20 0516 COIL STRAP OVER HEADER d — —"—` .`•—`•—•`— — WINDOW SILL OVER 2x BLOCKING IT— BETYNIEEN 5TUDS' W/ Ibd 5INKERS GRILL d ; ®eke" o.a HOOD AO 12'6" i GFI 6FI A 176" w v I Lj N I m + Pry, Q Eli _ O 4 C� ELEVATION G -G Yh HANDRAIL AT STAIRS POOL HOUSE 3 APER SECTION B -B - 5HEET 4 TYP Go LuW 4 11-6 LO • A IOOA SUBPANEL FROM 4 z 200A HOUSE PANEL 2x4W L5 AT EOUIPJ = V V � W TOfLET• ODMS 0 3 mU ri ri 0 T IL O S b y f POOL ci OM QQ �Y�ryrO"O EQUIPMENT ZIP�v +11 �ry of- J. p0eq(� N �ry jAO 20 0516 COIL STRAP OVER HEADER d — —"—` .`•—`•—•`— — WINDOW SILL OVER 2x BLOCKING IT— BETYNIEEN 5TUDS' W/ Ibd 5INKERS GRILL d ; ®eke" o.a HOOD AO 12'6" i GFI 6FI A 176" w v I Lj N I m + Pry, Q Eli _ O 4 C� ELEVATION G -G Yh HANDRAIL AT STAIRS POOL HOUSE 3 APER SECTION B -B - 5HEET 4 TYP Go LuW 4 LO ° Fj(TL--O o z = V V � W T 0 O LA- U A LLJ 4 36'-2" of- J. p0eq(� G oQ 2 Lu <S O POOL HOUSE PLAN ® X028 No. m Exp 3/31110 X (, 3/16" z 1'-0" • sTgTF wh OF'CA�- 04/22/08 SHEAR WALL 50HEDULE: SCALEMARK JUN 0 3 2008 9/16••1-0 TI: NAILIN6, SILL PLATE AORAGE: SPECIAL GON5TRUCON 5HEATHIN6: ED6E NC oRAwN did • AO " I/2" x 10" ANCHORS NONE 9/8" APA RATED SHEATHING 8d COMMON ® 6 .c. ® 28" o 8020 •' NOTES: I. ALL UNSUPPORTED PANEL EDGES SHALL BE BLOCKED. 2. ALL FIELD NAILING SHALL USE THE SAME NAIL 51ZE PER EDGE NAILING AND BE ® 12" o.a. 3. ALL MUDSILL ANGHOR5 SHALL HAVE 51MP50N 'BPI/2 WA5HER5 TYP. Of SHEETS BU'Y'1'E COUNTY JUN 0 5 200U DEVELOPNIENI SERVICES r.,i-4� 7 ;�. .�j ej: ►` a`• _ :-.r... .fii: c,C' � ,` .�iC � `1 s• .F r.. . _ ' ♦. _ ;�• .. si ..4 ` ,. ;�' ,_ � .. � �.. s f•L.. �r � REVISIONS! BY. 0 CkCOK e/ /O uj . . Q -ROOF 5HEATHIN6 �OF ROOF TRU55 �ga5 OVER DEGKIN6 . G01dG'. STAIR SECTION B -B 1/4" 1'-0" SECTION A -A 1/4" c 1'-0" MU T TT ION LSco �.�..� FO FI FINISHET 4 �/ 0. D W ONLY O (D < • .w� W �. o Cn Q U a Lu Z QPOF ESS/pN > J. Opel DME 04/2:/OO F2 No. 042028 Z SCAM Exp 3/31/10 m oaAYMoe q� clvl - P?�� roe D02G F OF CA��FO7 4 JUN 0 3 2008 OF sl ffm 2.-O", b'=o Mon! 20'-O" r-----�------------ / W—IL 8,oL----------------� -� I I I Ir------------------- ; I i I I I I I I I I I s I I /— 4" GONG. SLAB I e YV #3 ® IB" o.c. Iv� EACH WAY TYP v UNLESS OTHERYVISE NOTED •\v a� 0 I 12'-0'• I r AREA OF b" THICK SLAB ATOVERHANG YV 894 @ 12"o.c. TOP 4 BOTTOM, LAP TYP 10 I I REINF. 2'-b" rr1 �I I — — m(D r.-- — �___ _ --r—� TizA 11 I--L_S-- fi— ---L— _.{T o _ 6 I L---^--- POOL kNALL -------J POOL HOUSE FOUNDATION PLAN 4 O 0 • l =I Lu F-- ao a W.W O UI Z _ LU J 0 �W � O Q Cn L.Li U Q f� DATE 04/22/06 SCALE DRAWN d)d,.: JOB ; 6020 SHM 5 OF WEM BUTTE COUNTY JUN 0 5 2008 DEVELOPMENT SERVICES 2x P•T. SILL PLATE W/ I/2" x 10" AB ®48" 2x4 ® 16" 04- '1/ 'BPI/2 - 5' PLATE Q 2 04 CONT AT ALTERNATE 6"xb" GONG. CURB -� STUD WALL �e5{ERcJ. TMP I �- TO OF WALL W/ 1-04 CONT WHERE DESIRED MARYgALL� ALTERNATE 6"x6" GONG. CURB PLAN d 5CHED VV 1-04 CONT WHERE DESIRED X 6`ONG. "'ALS (j'c-3000 P51) _, AS OW4 d4IZ I..' o,cOIVERTJ d R PLAN (CENTER VERT. REINF. IN ALL) i 6•• WT i ry TYP Q A- I -P14 14 CONT TOd BOTTOM I. - 04 CONT .Q E &RADE FT2 I/2" I' -O" O THICKEN SLAB TO 6" THICK WHERE OVERHAN6 OCCURS SEE PLAN FOR AREA, W/ 04 ® 12" o.c. TOP d BOTTOM d 04 TEMP. R-IINF. ® 18" ox- TOP d BOTTOM LAP 12" 111 �o 6" GONG WALL d FTC, PER DETAIL 5/6 VARIES. 4'-0" MAX. 4'-0" LAP TYPICAL SLAB REINF N 2'-b" IV OVERHANG � J V - 2x6 STUD WALL - 2x P.T. SILL PLATE W/ 1/2" x 10" A.B. ® 28" V1// 'BP 1/2 - 5' WASHERS 0 2 - 04 CONT AT TOP OF WALL, 9I) H/ 0044 X18 o c. ((AVERT )0'ENTERED. d 04 ® 19. O.C. IHORIZ) (CENTER VERT. REINF. IN WALL) - 04 CONT 1/4" RADIUS TYP 04 NOSING - BAR TYP TYPICAL— SLAB REINF r�\a$ioNs IQ PLAN �6/ I -b BASE It 44" x 9" 50. TYP Y Y �J o ' o VIE _a STIFFS. (1 Jl U J TYP PLAN A -A PLAN 5-5 1 2x4 WOOD FRAMING i�TO FORM DECORATIVE COLUMN BASE STEEL COLUMN DECORATIVE PER, PLAN P05T d 5A5E COLUMN PER PLAN 1 A 2r Al Ill" NONSHRINK FIN. FLR -- —' I FIN. FLR _ 1 �_ GROUT Lu - LO cn 3 - 05 TIES WITHIN TOP 6"'OF CONC COLUMN D w STEM WALL d 2^ I 11" 50. CONC. COLUMN/ O FOOTING REINF. PIER W/ 4 - VERT. T v Z OR DOWELS TO GLR d, 03 TIES ® 12 12" To ®IT" �L W Ly EXTEND. THRU N I EXTEND TO BOTTOM OF PIE Lu O GONG. COLUMN/ �-- PIER ' B ILL I'-5" 50. CO SIDEWALK NG SLAB O CONCRETE COLOUMN/ SIDEWALK O L _ _ _ _ J PIER PER DTL 6/6 ,� U Q _ J m Z Q x. I I to 24" 50. CONC. COLUMN/ Q PIER W/ 4 - 06 VERT. d 09 TIES ® 12" O.G. 5 EXTEND DOWN FROM _ 17" 50. CONC. COLUMN ABOVE 3 20(1 LATE 04/221/08 SCALE QVOFESS/pN J. ppb •o 8020 No. C42028 m Exp 3/31/10 rrl sT CIViI qTF P�\P pF CAI.\FO6. OF SHEETS ' RE11120t$ BY,. 201-0" j b/ /O I -I'-0•, TMP e uJ- . _ I I 15/32" APA RATED SHEATIN6 J• y tt n (32/1(b) UNBLOCKED W �I a = Id B.N. 6 E.N. ed COMMON ® 6" �I 0 u 10 I� F.N. ®12". 3/e" APA RATED SHEATHING 5T6236 STRAP I g I I (24/0) BLOCKED BY 2x DECKING 4 � I BENT AROUND Liu I I qfT Go cn c/) ry UJ a B.N. a E.N. ed x 2" ® b" O. Ur g CORNER AT ttz+ R 8020 W. F.N. ® 12" OVER 2xb DECKING .O �� TOP PLATES I O 6 I U W/ 2 - ibd SINKERS ® EACH TYP e 0 5. 'Q I SUPPORT TYP TYPREDWOODI d Itt o AF TOP `i I ( = ® 4" I '7(.Y0 I m TO 5 DE O TRAFTERS PLATES a BEAM TYP I I I FULL e p I I��Pe 3 q I I I cU n n (J F 3 F+6 SIM a bx D O D OL TMP � � I a DK+ I �® _X / F / �C 4x6 II \ I ry III q q u ip _p I ROOF BEAM �- WHERE OCCURS HALF TRU55 T -i2 (2 REaV) Im 9 — -- — I „ LP LV — e P --- ---Uv QTly PB g 8 SIM POOL HOUSE FRAMING PLAN 12 NOTE: TYPICAL TOP WALL PLATE 5PLICE /\ b F—, i , SHALL BE TWO 2x6 02 PLATES W/ 4'-0" MINIMUM LAP 4 FACE NAILED TOGETHER W/ 12 - Ibd SINKERS v _ BETWEEN 5PLICE5 20'-O" FULL TRU55 T -I (I REOV) �OFESS/0 1.00 Liu DAZE 04/22/08 Go cn c/) ry UJ a O. Ur g W R 8020 W. .O �� 7 O Cl) w U �OFESS/0 1.00 DAZE 04/22/08 EL No. 042028 " Exp 3/31 /10 m m � oIR" dJd * 8020 CIVIL- Q?�P FOF CA1-�F� OHM 7 JUN 0` 3 2008 OF $MEETS FR ® � h z gLg z w CONTINUOUS ROW Ibd 51NKER5 ® 6"0.1. 2x BLK'6 BETWEEN — RAFTER5 W/ 'A35' @ 24" oz. SHEATHING PER PLAN OVER 2x —� DECKING 2X8 FASCIA �J y BOARD I�rJn1Vl.� i 2x4 JOIST ® 24" o.c. - W/ v' HANGERS 2x4 CONT. LEDGER - W/ 2-166 ® EACH STUD LATTICE JOIt PER PLAN LATTICE BEA PER PLAN PIPE COLUMI, PER.PLAN LAGS TO RAFTERS 4 \-TRU55 CHORD OR RAFTER PER PLAN PLAN L 6 x S 1/2 x 5/16 x 0'-2 1/2" HIP BEAM CLIP EACH 51DE AT TRU55E5 PER PLAN ONE 51DE AT 4x8 RAFTERS W/ 2- 5/8" M.B. IN VERT. LE65 4 I- 5/8" M.B. IN HORIZ. LEGS I - 5/8" x 3" LAG IN HORIZ. LE65 WHERE ROOF BEAMS OCCUR 2x6 #2 ® IV o.c. STUD WALL / SHEATHING PER PLAN 4 SHEAR WALL 5CHE12 0-r - r_O- =� CAP. It 3/8" x 5 1/2" W/ 4 -. 5/8" x 3" LAG5 z Dm -nt�— T I4q 5„ " ' x 8" GAL.V. LAG J015T SUPPORT (D -r = r -O. 1/4" BENT FE W/ 2 - 5/8" M.B. THRU HIP RAFTER --/ PER PLAN (D-1- - r_O- TOP WALL -` PLATES OR ' ROOF BEAMS PER PLAN AN6LE CLIPS PER DETAIL I/8 EACH SIDE ROOF BEAM: 1/4" WELDED SEAT 4 A/ 1 - 5/8" M,B, THRU 44 - 5/8"x3" LAG5 l LATTICE BEAM PER TYP -ta - in -hi T - Dp FLi OF BEAM 2x BLK'6 - BETWEEN s��Ds HIP BEAM 5/8" M.B. AT TOP PLATES PER PLAN 5/8" x 3" LAG5 AT ROOF BEAMS 2x8 LEDGER W/3-Ibd® F- EACH STUD 4 BLOCK'6 r PLAN VIEW 5 r" = r -O„ 2x4 LEDGER W/2- Ibd® EACH 5TUD 2x6 ® 16" O.C. STUD WALL i -' HIP ROOF ABOVE PER DETAIL 1/8 'U' HGRS TYP RAFTERS PER PLAN +9'-O" (E HT. PpFESS/ p J . p Nql W Go 0, ON \�L Z n No. 042028 Exp 3/31/10 -V _ v W m CIV►v- O Cn OF �p4\Fp O . JUN 0 3 2008 P- cn W U Q Z --> n - - _ 04/22/08 &CAIE r- 1.-0° `• DRAWN 2x4 #2 ® 24"o.c. d)d CEILING J015T5 JOB 8020 HALL SHEATHING PER PLAN 4 SHEAR WALL 5CHED 6 8 OF SHEETS s c ;3' VVI ' o om JUN 0 5 2008 DEVEEOpMENT SERVxCES W_ 4x8 01 TRU55 TRUSS T -I/2 3 TOP CHORD / TOP CHORD 8 �` J a _W Q 4x6 pl TRU55a Q COLLAR TIE TYP la TRU55 T -I TOP CHORD Q �1 ;ft 00 HIP BEAMS TYP / TYP 421" 3,. 12, TMP 9116 I/4" STEEL TR)55 T-1/2 x 3" WIDE TOP CHORD W/ 2 - 5/8" M.B. TO COLLAR TIE 4 4 - 5/8" M.B. TO CHORD / 1 L TRU55 COLLAR TIES L 8 x 8 x 1/2 x 0'-5" EACH SIDE OF EACH COLLAR TIES (4 TOTAL) W/ 2 - 5/8" M.B. EACH LE& 1 1/:2 = 1'-0" PLAN VIEW TRU55 TOP CHORDS I O a 1/4" STEEL FE TYP IN/ 6 - 5/8" M.B. THRU TRUSS T-1 TOP CHORD 4 2 - 5/8" M.B. THRU EACH TRU55 T-1/2 TOP CHORD 1/4" BENT STEEL 11' IE SLOPED HIP BEAM 5EAT W/ I - 5/8" x 9" LAG THRU SEAT IE WELDED TO SIDE ►f"S TYP LLJM 00 W D W o 0 Z. W cY W 02� C/ Q a Lu U C Q Z -> 0 FESS/ DATE 04/22/06 0 ql ` No. C42028 Z m did Exp 3/31/10 r°RAS CIVIL ��JOB \P BOZO OF CA1IFp 44$T; JUN 0 3 2008' 9 Of SHINS OUN'� y JUN 0'5 2008 DE VELOP14 ANT SERVICES W3 ® 48" NOTES: CONT. i HOOK OVER I. REINFORCING STEEL SHALL BE GLEAN, SECURELY TIED IN PL AGE, AND SUPPORTED TO MAINTAIN CLEARANCES AND 5PACIN&5 WHILE &UNITE 05 ® 12" MIN 0 15 PLACED. EACH WAY jp ALL REINF. AT CENTER #5 ® 12" MIN �� pl � 2. REINFORCING STEEL SHALL BE GRADE 40 (40 K51). TO 5'-0" DEEP OF CONCRETE THICKNESS EACH WAY b, m 5. 6UNITE PROPORTION5 SHALL BE ONE ( I ) PART GEMENT TO FOUR AN TO 5'-0" DEEP ONE HALF (4-1/2) PARTS SAND, MEASURED ON A DRY, LOOSE VOLUMNE BASIS, AND SHALL GAVE A MINIMUM COMPRE551VE STRENGTH OF ,0 5 TWO THOUSAND (2,000 P51) P51 AT TWENTY EIGHT (26) DAYS. Q 4. 5UR-AC6 E5 AAIN5T WHICH &UNITE 15 PLACED SHALL BE WETTED MAX I (-- PRIOR TO COMMENCING OPERATIONS. #a ® 6" MIN 3 5. POOLS SHALL BE LOCATED IN FIRM, UNDISTURBED SOIL. 1 EACH Z 6. ALL BONDING TO SECURED IN PLACE PRIOR TO GALLING BUILDING DEPARTMENT FOR REINFORGIN& INSPECTION. LAP WAY P TO 9'-O" DEEP ?. ALL ELECTRICAL MUST COMPLY WITH ARTICLE #660 NEC. 5. ALL PLUMBING SHALL COMPLY WITH THE 2001 CPG. q. ALL REINFORCING i 6UNITE SHALL COMPLY WITH THE 2001 GBG SECTION 1913 "5HOTCRETE" AND SECTION 5109 "5WIMMIN6 POOL ENCLOSURES AND SAFETY DEV)CE51,. SECTION A -A • 3/16" = I' -O" ^ SPA GENERAL SPECIFICATIONS POOL GENERAL SPECIFICATIONS Spa Type: Gunite Size: 24' x 38' Dimensions: 7' Diameter Area: 912 SF Depth: 3' Depth: 3' to 8' Liher/Finish: -White Plaster Liner/Finish: S a'Ca aci : 750 Gallons White Plaster Spa Jets:8 1-1/2" Pool Capacity: 35,000 Gallons O O POOL HOUSE O Heater: 300 000 BTU Circulation Pump: Jand 1 HP - 2 Speed Circulation Pum Filter: Jand 400 Cartridge PLANTER Q Jand t HP - 2 Speed Vacuum Line 8 Skimmer: r' m Jet Pump: Jand 1-1/2 HP U ht: Ha and L.E.D. Return Lines: 4 1-1/2" Clock/Controls: ' Jand 'Pool -Spa' Control Center Main Drains: 2 1.1/7' Gas 'Line: 2" Skimmer Model: U-3 Electrical B Roger Job Electric Backwash Line: N/A- . Fill Line: "3/4" Fill Line Anti -Siphon Valve: Yes - Auto Fill Lights: 2 Hayward L.E.D. Ckx*/Controls: Jand 'Pool -S '. Control Center POOL ° SPA Pool Cleaner: Polaris m Pool Cleaner Pump: 3/4 HP Booster Pum Chlorinator: Inline Rainbow Electric By: Roger Job Electric Electrical Bondi By: Roger Job Electric Board Size/Su rts: N/A Ladder. N/A �-� Slide: KIIA .. __ _ POOL 4 5PA PLAN 3/32" 1'-0" O QPOF ESS/0 No. 042028 i Exp 3/31/10 BY L ao Ok CW LLJ 0 . (D Z W O :3 O � a cn � LL Q , Z • O ons 04/22/08 UION oRAYM did JOB 6020 1-0 OF SHEETS SEEGERT POOL HOUSE 6ENERAL NOTES 1. THE OWNER/BUILDER SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS BEFORE 5TARTIN& YYORK. THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES. 2. THE OYER WILDER A6REE5 THAT HE SHALL A55UME SOLE AND COMPLETE RESPONSIBILITY FOR JOB 51TE CONDITIONS DURIN6 THE COURSE OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THI5 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE OWNER/BUILDER SHALL DEFEND,INDEMNIFY AND HOLD DANIEL J. DOBBIE HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NE61-I&ENCE OF DANIEL J. DOBBIE. 3. THE OYOeR/BILDER A&REE5 THAT HE/5HE SHALL NOT DEVIATE FROM THESE DRAWIN65 WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE ENGINEER. 4. ALL OM15510N5 AND/OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE Y40RKING DRAWINGS AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE EN61 NEER. 5. IF CERTAIN FEATURES OF CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRA104IN65 OR CALLED OUT IN THE NOTES OR SPECIFICATIONS, THEN THEIR CONSTRUCTION SHALL BE THE SAME A5 FOR SIMILAR CONDITIONS WHICH ARE SHOWN OR CALLED OUT ON THE DRAWIN65 OR SPECIFICATIONS OR AS DIRECTED BY THE ENGINEER. 6. ALL CONSTRUCTION, INCLUDIN6 MATERIALS AND WORKMANSHIP, SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE 2006 EDITION AS ADOPTED AND MODIFIED BY THE STATE OF CALIFORNIA IN REFERENCE TO THE 200.7 CALIFORNIA BUILDING CODE (GBG). '7, IN AREAS OF EXCAVATION THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES BEFORE 5TARIN& EXCAVATION. 8. THE OWNER WILDER SHALL NOT SCALE THE WORKIN& DRA4NIN65. FOUNDATION I. 501L DE516N INFORMATION: SOIL DESIGN PRESSURE: CONTINUOUS FOOTINGS: 1500 P5F PAD FOOTINGS: 1500 P5F BOTTOM OF FOOTIN65 SHALL BE AT LEAST 12 INCHES BELOW LOWEST ADJACENT FINISH GRADE. 2. THE FINISH EXCAVATION FOR FOUNDATIONS SHALL BE NEAT I TRUE TO LINE WITH ALL L005E MATERIAL AND STANDING WATER REMOVED BEFORE CONCRETE 15 PLACED. 5. THE TE5TIN& LAB SHALL SUBMIT COMPACTION REPORTS FOR ALL FILL TO THE ENGINEER PRIOR TO REOUE5TIN& FOUNDATION INSPECTION. ALL L005E 501L AND FILL DIRT, INCLUDING BACKFILL BEHIND RETAINING, WALL5, SHALL BE COMPACTED TO AT LEAST CIO% OF MAXIMUM DENSITY. 4. BACKFILL FOR ALL RETAINING WALL5 SHALL BE PERVIOUS MATERIAL AND SHALL NOT BE PLACED UNTIL MASONRY OR CONCRETE RETAINING MEMBERSHAVE BEEN IN PLACE A MINIMUM OF 14 DAYS OR HAVE OBTAINED '75% OF THE DE516N STRENGTH. 5. PRIOR TO BACKFILLING, PROVIDE TEMPORARY SHORING FOR ALL WALL5 RETAINING EARTH, UNLESS OTHERWISE NOTED. 6. TEMPORARY SHORIN6 FOR ALL RETAINING WALLS REQUIRING PERMANENT STRUCTURAL SUPPORT AT THE TOP OF THE WALL SHALL REMAIN IN PLACE UNTIL SUCH SUPPORTS ARE INSTALLED. IN THE CASE OF CONCRETE SUPPORTS, THE SHORING SHALL REMAIN IN PLACE MINIMUM OF '7 DAYS AFTER CONCRETE PLACEMENT. REINFORCING 5TEEL 1. BAR REINFORCING SHALL CONFORM TO A57M A615, INCLUDING SUPPLEMENT 51 ALL ' REINFORCINy6 STEEL SHALL BE 6RADE 60 (60 K51) 2. DETAILS FOR REINFORCIN6 SHALL CONFORM TO CHAPTER , OF THE AMERICAN CONCRETE INSTITUTE PUBLICATION 318-05, UNLESS OTHERY415E NOTED S. LAPS AT BAR SPLICES IN CONCRETE CONSTRUCTION SHALL CONFORM TO CHAPTER 12 OF THE LATEST EDITION OF THE AMERICAN CONCRETE INSTITUTE 318. 4. VERTICAL BAR5 IN CONCRETE CONSTRUCTION SHALL BE ACCURATELY POSITIONED AT THE CENTER OF THE WALL, UNLE55 OTHERYNi5E NOTED, S. WELDED WIRE FABRIC SHALL CONFORM TO A5TM AI85. 6. LAPS IN WELDED WIRE FABRIC AT SPLICES SHALL NOT BE LE55 THAN 8 INCHES. 1. WALL5. PILASTERS, AND COLUMNS SHALL BE DOWELED TO THE 5UPPORTIN& FOOTIN&5 WITH REINFORCIIN6 OF THE SAME SIZE AND 5PACIN6 A5 THE VERTICAL REINFORCIN6. 6. BAR SUPPORTS SHALL BE PROVIDED AS SPECIFIED IN THE "MANUAL OF STANDARD PRACTICE" ISSUED BY THE CONCRETE REINFORCING 57EEL INSTITUTE. q. ALL REIFORCIN& SHALL SECURELY TIED IN PLACE PRIOR TO PLACING CONCRETE OR GROUT. 10. AELDIN& OF CRO551N6 BAR5 AND TACK WELDING OF REINFORCING SHALL NOT BE PERMITTED. REINFORCED CONCRETE 1. A. THE MINIMUM 28 DAY CONCRETE COMPRESSIVE STRENGTH SHALL BE: FOUNDATION5/PAD 7-OOTIN&5 2500 PSI 5LA55 ON GRADE 2500 P51 B. THE MAXIMUM SLUMP SHALL BE 4 INCHES. ` C. MIX DE516N5 SHALL BE SUBMITTED FOR ALL CONCRETE WITH REQUIRED 5TREN&TH5 GREATER THAN 2500 PSI. MIX DE5I&N5 SHALL BE PREPARED BY A PROFESSIONAL ENGINEER RE615TERED IN THE STATE OF CALIFORNIA AND SUBMITTED TO THE PROJECT DE516N PROFE55IONAL FOR REVIEW. 2. PORTLAND CEMENT SHALL CONFORM TO A5TM CI50, TYPE I OR 11. 3. A66RESATE5 FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO .A5TM C33. 4. ADMIXTURES USED TO INCREASE THE WORKABILITY OF THE CONCRETE SHALL NOT BE CONSIDERED TO REDUCE THE SPECIFIED MINIMUM CEMENT CONTENT, 5 READY -MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH A5TM 0414. b. MINIMUM CONCRETE COVER (IN INCHES) FOR REINFORCING STEEL FOR NON- PRESTRESSED CONCRETE; A. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. FORMED 5URFACE5 EXPOSED TO EARTH OR WEATHER SG, AND LARGER 2 05 AND SMALLER lit. 1. SLEEVES, PIPES, AND CONDUITS SHALL NOT BE PLACED THROUGH CONTINUOUS OR SPREAD FOOTIN65, GRADE BEAMS, OR TIE BEAMS. 8. ALL EXPOSED CORNERS SHALL BE CHAMFERED 3/4 INCH UNLESS NOTED. q. CONSTRUCTION JOINTS SHALL BE ADEQUATELY KEYED. THEIR LOCATIONS AND DETAILS, WHEN NOT 5HOWN ON THE DRAAIN65,'SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER 10. CONCRETE PLACEMENTS SHALL BE CONTINUOUS BETWEEN CONSTRUCTION JOINTS. II. UNLESS OTHERWISE SHOWN ON THE DRAAIN&5, SLABS ON 6RADE SHALL BE CAST IN SQUARE OR RECTANGULAR PATTERNS NOT EXCEEDING 400 SQUARE FEET, WITH A MAXIMUM DIMENSION OF 20 FEET BETWEEN CONSTRUCTION, WEAKENED PLANE, OR CONSTRUCTION JOINTS. WOOD NOTES I, SAWN WOOD MEMBERS SHALL BE DOU6LA5 FIR OR LARCH, 545, AND SHALL BE GRADE MARKED BY A (9RADIN6 A6ENCY RECOGNIZED BY THE INTERNATIONAL CODE COUNCIL (ICC). 2. WOOD &RAVES, UNLESS NOTED, SHALL BE .AS FOLLOWS: LIGHT FRAMING (2" TO 4" THICK I. 2" TO 4" AIDE) NO.2 JOISTS I HEADERS (2" TO 4" THICK b" I WIDER) NO.2 BEAMS 4 5TRIN6ERS (6X 4 LAR6ER) NO.I POST 4 TIM5ER5 (bX 4 LAR&ER) NO.I 3. BOLTS SHALL CONFORM TO A5TM A30'1. NUTS SHALL CONFORM TO ASTM A563, HEX GRADE A 4. ALL BOLT HEADS, NUTS, AND LAG, SCREWS BEARING ON WOOD SHALL HAVE STANDARD CUT WA5HERS UNLF-55 NOTED, 5. BOLT HOLES DRILLED IN WOOD SHALL BE DRILLED 1/32" LAR,6ER THAN THE NOMINAL BOLT DIAMETER EXCEPT FOR PILOT HOLES TO RECEIVE LA6 BOLT THREADS. 6. NAILIN6 OF SAAN WOOD MEMBERS, UNLESS OTHERWISE NOTED, SHALL BE DONE WITH COMMON WIRE NAILS AND CONFORM TO TABLE 2304.9.1 OF THE C51- -7, CUTTING, DRILLING OR NOTCHIN6 OF BEAMS/JOISTS/POSTS SHALL BE PERMITTED ONLY AS SHOWN ON THE DRAAIN&5 OR A5 INDICATED IN ARITIN6 BY THE ENGINEER. 8. ALL SILLS OR PLATES RESTING ON CONCRETE OR MASONRY. WHICH 15 IN CONTACT WITH THE EARTH, SHALL BE PRESSURE TREATED DOUGLAS FIR. q. PROVIDE BLOCKIN6 OR BRID61N6 PER CHAPTER .25 OF THE CBC AND SEC 44.1.2 OF THE NATIONAL DE516N SPECIFICATION. 10. MOISTURE CONTENT OF ROOD AT THE TIME OF PLACIN6 SHALL NOT EXCEED 19 PERCENT. REYt9 m IBY /QApr.ma'�i/O� 04/22/06 J 0081 F2 sr.AU NONE No. C42028 m MAVM did p 3/31/10 m * •tee 8020 vF MAY 0 7 2008 OF SHEETS co M w LO 133LO O Wa J W O d. cn U L Q /QApr.ma'�i/O� 04/22/06 J 0081 F2 sr.AU NONE No. C42028 m MAVM did p 3/31/10 m * •tee 8020 vF MAY 0 7 2008 OF SHEETS -•}mit...' �. I I I I x I� I I I I M, �9. Lu[ r '0 I � D u 0 w a. e�ryiiM rn. r r•� SIZEL u � ' o b ♦ -'err -r e i• 20'-0' b'-0• r � / . Tom,•.. a'✓�• I I I I I I x I� I I I I M, �9. Lu[ r I � I I u 0 w M—M�Q e�ryiiM r SIZEL ;77�g1:r ♦ . Tom,•.. a'✓�• I I I I I I x I� I I I I M, Lu[ r I � I I I .. M, Lu[ 71 SIZEL -'err -r i• 20'-0' b'-0• Mil 00 • i i _ • f I a a a a r eesee�� M, Lu[ SIZEL -'err -r i• Feet'' • i _ I a a a a r eesee�� 4 ^ x .s f rr j ':. - ..' .. •, �, _ � .� � .�` �� . •':� .` � ,f _ K _�. � r. � *` µ t.'i � �„- � r . �. .rY� .? :a l` ��.�. .+ ' 1 _ .. {,s r L � ,__. r { C516 COIL STRAP OVER HEADER e WINDOW SILL OVER 2x BLOCKING BETWEEN STUD5 W/ Ibd SINKER5 J � w � Q Q ELEVATION 0-C r • ,r ' 20''O° r' '. b' -O” 9" I -®' I1 -O, k .... 1._b.. q,. 61-01 X21-0, IOOA 5UBPANEL FROM`� W 200A HOUSE PANEL Zx4 LS AT EQUIP./' TOILET OMS G — — G J 3 0 0 TOILET 3 C W o /tt;'o� POOL M Q 10� EQUIPMENT �+ 0 �J AO 20' 1 - -• - - _ _ _ _ _ I GR►LL e � � . FL HOOD I AO 12 6 I GFI 6FI I O 12'b" • I Li Y. * Q� �C� i GFI I +be�rOv Q I O C POOL HOUSE 3 3 , ui 4 4 cn = W .� O O m O 05 Lu mw� p CO Q CL. W U QPpFES.S/ON J 00 q� 0. C48 to Z m ® d 4 p 3/31/10 m 4 POOL HOUSE PLAN SHEAR WALL 50HEDULE: MARK SHEATHING: EDG6,NAILING: SILL PLATE ANCORA&E. SPECIAL CON5TRUGTION: 3/$" APA RATED 5HEATHING 9d' COMMON ® 6" I/2" x 10" ANCHORS NONE NOTES: I. ALL UNSUPPORTED PANEL ED&E5 SHALL: BE BLOCKED. 2. ALL FIELD NAILING SHALL USE THE SAME NAIL SIZE PER LDGE NAILING AND BE ® 12" o.c. 3. ALL MUDSILL ANCHORS SHALL HAVE SIMPSON 'BPI/2 WASHERS TYP. �9TF CIVIL a�P OF CAL�Fp� DAT 04/22/09 MAY 0 7 iuud OCALE 9/I6'■1'-O'. °AV d1d 9020 . 3. OF SHEETS 7 STAIR 5ECTION E3-5 1/4" ® V -O' SECTION A -A 1/4' m 1'-0' I ~11 �116 -15 BATT BULATION r 1NALL9 �u all roypo LLJ Ol. Ul) BARD FINISH r TOILZT LJJ 01. �hom ONLY 0 U.j(D m HJ LLL '2 O' 0� < a. ui z ESS/ON J. Do DKIT 04/22/00 No. C42028 WALE LU Exp 3/31/10 An DRAWN djd civi TF ice 6020 OF CALIFOQ MAY 0 7 2008 4. OF %*M 2'-O" 6'-O" ------ ------------ 6 I +(0 a I JIF--L_ -------- IF ------------------ --------------------- I I I I I I 6 v 4" GONG. SLAB %V/ #3 ® 15" Oz. I v UNLE55 OTHERWI5E I v NOTED a` 12' AREA OF 6" THICK SLAB ( O AT OVERHANG 1^U #4 @ 12'b.r— TOP E BOTTOM, LAP TYP REINF.2'-b" II II P0 T I POOL HOUSE FOUNDATION PLAN No. C42028 Exp 3/31 /10 MAY 0 7 260 p _W a 00 cnLLJ 01c W o cDz Lli w0 a W U 04/22/08 SCALE DRAWN did JOB 6020 8FIffT 5 Of SHEETS THICKEN SLAB TO b" THICK WHERE OVERHANG OCCURS SEE PLAN FOR AREA; W/ 04 m 12" oz' TOP 4 BOTTOM 4 •4 TEMP. REINF. ® Ib" oz. TOP -49 BOTTOM LAP 12" 6" GONG WALL 4 FTG PER DETAIL 5/6 VARIES, 4'-0" MAX. 4'-0" LAP TYPICAL SLAB REINF ry 7-6" W/ OVERHANG 1/4" RADIUS - TYP «4 NOSING – BAR TYP TYPICAL— SLAB REINF r— L'111m I$ , BASE IT W x q' 50. TYP u Y 3. W/ 4 - Yi" x Ib" A$. y{ c u STIFFS.10 4 i� PLAN A -A TYP PLAN B -B . { I 2x4 WOOD FRAMING I I f TO FORM DECORATIVE 1 -STEEL COLUMN POST 4 BASE E I I COLUMN BASE DECORATIVEkE PER PLAN PER PLAN I t 1 I { r COLUMN ■�•�14y" NONSHRINK co��1GROUTFIN. FLR I r I PIN. F.LR: r W / 0. '5- 05 TIES WITHIN TOP ` 9 b' OF GONG COLUMN WSTEM WALL b 2"1-1" 50. GONG. COLUMN/FOOTING REINF. PIER W/ 4 - •6' VERT. O Z 4 K3 TIES ® 12" oi. • 1?" OR DOWELS TO GLR { �- m ' I GONG. COLUMN/ rr I I —EXTEND TO BOTTOM OF. PI J X. y Uj PIER O" ; CONCRETGOLOUMN/ GONG SLAB E 51DEYVALK O ( , Q SIDF_WALK L _ _ _ _ J PIER PER DTL 6/6 1i IUJ V 2 24" 90. CONC. COLUMN/ 2'-0" 90. PIER, W/ 4 - Mb VERT. Q 4 43 TIES ® 12" oz. EXTEND DOWN FROM 117" 50. GONG. COLUMN ABOVE " g DAIE 04/2.WOO 2'-O" SQ. e%oFE S1 9� WALE" O 0 J . 0e�� bMWN aha b 2 oP��E c joss 8020' No. C42028 m Exp 3/31/10 �m * 2xb STUD WALL lox 16LL .c• 2x P.T. 511E PLATE W/ I/2" x O" AB m 48" W! 'BPI/2' PLATE WASHiERS 1YP Q 2 - M4 GpNT AT ALTERNATE b Kb" GONG.. CURB TO OF WALL W! H -w4 CONT INHERE DESIRED, y2y•��x// j/2T° x511" PLATE 26" W/ 'BP I/2' WASHERS SHEAR WALL ALTERNATE 6"xb" GONG. CURB CO sHEM .' ? ANW I -M4 CONT WHERE DE5IRED 6ESCH X Q b" NG L (' ;g000 P51) W/ �4'�� lb" oRTj 4 5 AB i «4 eD I o.c. IZ), P PLAN (CENTER VERT. RUNE. IN WALL) TOP WALL T I 6" OF �TYP Q b" CM4p►�� j!WL,cL [(�V'4�•�25�0 PS1 4"^c�(MORIZ )T GEN RED. i (CENTER VERT. REINA. IN WALL) I - 14 DONT Q 70P 4 BOTTOM _ i - +4 CONT in v m v r I'-6" In &RADE 1/2" a 1'-0" 2 � � Q - 04 CONT THICKEN SLAB TO b" THICK WHERE OVERHANG OCCURS SEE PLAN FOR AREA; W/ 04 m 12" oz' TOP 4 BOTTOM 4 •4 TEMP. REINF. ® Ib" oz. TOP -49 BOTTOM LAP 12" 6" GONG WALL 4 FTG PER DETAIL 5/6 VARIES, 4'-0" MAX. 4'-0" LAP TYPICAL SLAB REINF ry 7-6" W/ OVERHANG 1/4" RADIUS - TYP «4 NOSING – BAR TYP TYPICAL— SLAB REINF r— L'111m I$ , BASE IT W x q' 50. TYP u Y 3. W/ 4 - Yi" x Ib" A$. y{ c u STIFFS.10 4 i� PLAN A -A TYP PLAN B -B . { I 2x4 WOOD FRAMING I I f TO FORM DECORATIVE 1 -STEEL COLUMN POST 4 BASE E I I COLUMN BASE DECORATIVEkE PER PLAN PER PLAN I t 1 I { r COLUMN ■�•�14y" NONSHRINK co��1GROUTFIN. FLR I r I PIN. F.LR: r W / 0. '5- 05 TIES WITHIN TOP ` 9 b' OF GONG COLUMN WSTEM WALL b 2"1-1" 50. GONG. COLUMN/FOOTING REINF. PIER W/ 4 - •6' VERT. O Z 4 K3 TIES ® 12" oi. • 1?" OR DOWELS TO GLR { �- m ' I GONG. COLUMN/ rr I I —EXTEND TO BOTTOM OF. PI J X. y Uj PIER O" ; CONCRETGOLOUMN/ GONG SLAB E 51DEYVALK O ( , Q SIDF_WALK L _ _ _ _ J PIER PER DTL 6/6 1i IUJ V 2 24" 90. CONC. COLUMN/ 2'-0" 90. PIER, W/ 4 - Mb VERT. Q 4 43 TIES ® 12" oz. EXTEND DOWN FROM 117" 50. GONG. COLUMN ABOVE " g DAIE 04/2.WOO 2'-O" SQ. e%oFE S1 9� WALE" O 0 J . 0e�� bMWN aha b 2 oP��E c joss 8020' No. C42028 m Exp 3/31/10 �m * OUT �9T CIV11- FOF CA�,F�� Y CO sHEM .' 20'-O" I'-6" TYR -0.. 10'-0" I \-4ZOOF BEAM �- WHERE OCCUR5 HALF TRU55 T-�'1 (2 REOV) 3/16" = 1'-0" FULL TRU55 T -I (I REOV) Q�pFESS/p� \. J. 00 DATE 04/22/0b B� y� 8G11F yoQ. 3/16 • ■ I' -O• No. 042028 Exp 3/31/10 m MAYM did �m �, yt Joe 8020 CIV11- Q��? OF CAL�Fp 8HEEr MAY 0 7 2008 7 _ 00 15/32" APA RATED 5HEATING TIn (32/16) UNBLOCKED UJ Q XI x u I B.N. 8 E.N. 5d COMMON a b" ® M ON F.N. ® 12" I m x I " LP LVI.8 3 O /n g I _ `J I 3/8" APA RATED SHEATHING 5T6236 5TRAP I i (24/0) BLOCKED BY 2x DECKING BENT AROUNDI I, qFF B.N. 8 E.N. 5d x 2" a 6" CORNER AT u O A+ ~ F.N. a 12" OVER 2x6 DECKING 8 51Mry TOP PLATES 1 (� ti 8 POOL HOUSE FRAMING PLAN C/) a I W/ 2 - 16d 51NKER5 a EACH TYR 8 ai 1-4 tiro NOTE: TYPICAL TOP WALL PLATE 5PLICE SHALL BE TWO 2xb #2 PLATE5 W/ Q �� I SUPPORT TYR Z TYR W/ 12 - I6d 51NKER5 a I# BETWEEN SPLICES 4x8 a2 REDWOOD o' Q 5T6236 5TRAP �I I " R.AFTER5 a 40"3i I� m TO SIDE OF TOP PLATE5 8 BEAM 8'-0" 2'-q" TYP I I I FULL 5 -IQ I 3 I O +8 6x D OID-, � N I J TYR 2 � e�a� •� yi .o � I Q� I 10'-0" I \-4ZOOF BEAM �- WHERE OCCUR5 HALF TRU55 T-�'1 (2 REOV) 3/16" = 1'-0" FULL TRU55 T -I (I REOV) Q�pFESS/p� \. J. 00 DATE 04/22/0b B� y� 8G11F yoQ. 3/16 • ■ I' -O• No. 042028 Exp 3/31/10 m MAYM did �m �, yt Joe 8020 CIV11- Q��? OF CAL�Fp 8HEEr MAY 0 7 2008 7 _ 00 TIn UJ 0. x I ® M ON I m x I " LP LVI.8 3 O /n g _ `J u O S 8 51Mry (� ti Q POOL HOUSE FRAMING PLAN C/) a U 3/16" = I' -O" 202. 12 NOTE: TYPICAL TOP WALL PLATE 5PLICE SHALL BE TWO 2xb #2 PLATE5 W/ 4'-0" MINIMUM LAP e FACE NAILED Z W/ 12 - I6d 51NKER5 TOGETHER BETWEEN SPLICES 10'-0" I \-4ZOOF BEAM �- WHERE OCCUR5 HALF TRU55 T-�'1 (2 REOV) 3/16" = 1'-0" FULL TRU55 T -I (I REOV) Q�pFESS/p� \. J. 00 DATE 04/22/0b B� y� 8G11F yoQ. 3/16 • ■ I' -O• No. 042028 Exp 3/31/10 m MAYM did �m �, yt Joe 8020 CIV11- Q��? OF CAL�Fp 8HEEr MAY 0 7 2008 7 OF SITS r .. � �, r, - � r` � r -• fi + .r •.. r• y~ - �r •��,�>Y,•+ 4�. ! �t .�1" rAµy ? •y-�f +r :i`�'.. � .. ` � { , 2X8 FASCIA I - 5/8 x 3 LAG IN HORIZ. LEGS BOARD WHERE ROOF BEAMS OCCUR 2x6 02 ®I6" o.c. -ht STUD WALL 1/4" BENT IE W/ 2x4 J015T ® 24" oz. SHEATHING PER PLAN 2 - 5/18" M.B. W/ U' HANGERS 4 SHEAR WALL 5CHED THRU DA 2x4 CONT. LEDGER RAFTER FU W/ 2-16d ® EACH STUD PER PLAN OF BEAM • 3 REVISIONS' BY,,, .+q' -O" I HT - W • a I 2 l • �y HIP ROOF ABOVE PER DETAIL I/8 GAP 3/8" x 5 In" QapFESS/pN W — p► W/ 4 - 5/8" x 3" LAGSQX,O� J. p0A,�� ? ON w i 2x BLK'6 �. C7 No. 042028 O (D, LATTICE JOISTS � I - 5/8" x e" GALV. LA6 STUDSEN �� ` fr Exp 3/31/10 `` , PER PLAN � SFr,TInN A -A I ®EACH J015T SUPPORT • wQ LATTICE BEA PER PLAN I PIPE COLUMN PER PLAN (D-1 - - V -0 - HIP BEAM 5/8" M.B. AT TOP PLATES �, 9�� Civil- pP��? OF C Q PER PLAN 5/8" x 3" LAG5 AT BEAMS RAFTERS CALF O ,^ • ROOF PER PLAN ` 0- 2 - 5/8"XJ° 2xb LEDGER � n MAY 4 LAG5 To ' rf W/3 -16d® EACH STUD 2x• BLK'G BETWEEN RAF-TER.5 W/ 'RBC' RAFTERS ® 24" o.c. 4 BLOCK'& z f 'U' HGRS ROOF BEAMS PER PLAN CONTINUOUS ROW TMP 1/4" WELDED SEAT 4 STIFF ti- 16d SINKERS ® 6"o.c. PER PLAN 2x4 LEDGER PAYE 04/7Z/08 IN/ 2 - I bd ® ANGLE CLIPS EACH 5TUD W/ I - 5/8" M,3, THRU LATTICE BM 2x BLK'G BETWEEN I/8 EACH SIDE -1d 44 - 5/e"x3" LAG5 TO P05T RAFTERS W/ 'A35' 1V 2x4 #2 ®24"o.i. -� 2xb ® I6" o.c. CEILING J015T5 ® 24" o.c. PLAN VIEW 5TUD WALL8020 LATTICE BEAM PER PLAN 'f WALL 5HEATHIN& PERaim ar PLAN 4 SHEAR WALL 5CHE12 SHEATHING PER TRU55 CHORD OR ' I'_0.. PLAN OG R 2x • RAFTER PER. PLAN � � SHEETS 7 'ECGLO' DECK T PLAN N L 6 x 3 1/2 x 5/16 x O'-2 1/2" HIP BEAM 3 I TYP 3/i6 CLIP EACH 51DE AT TRUSSES ONE 51DE AT 4x8 RAFTERS�_ PER PLAN C 1^ 1•' - W/ 2- 5/8" M.B. IN VERT. LE65 4 1- 5/8" M.B. IN HORIZ`. LEGS _ _ -KV 2X8 FASCIA I - 5/8 x 3 LAG IN HORIZ. LEGS BOARD WHERE ROOF BEAMS OCCUR 2x6 02 ®I6" o.c. -ht STUD WALL 1/4" BENT IE W/ 2x4 J015T ® 24" oz. SHEATHING PER PLAN 2 - 5/18" M.B. W/ U' HANGERS 4 SHEAR WALL 5CHED THRU DA 2x4 CONT. LEDGER RAFTER FU W/ 2-16d ® EACH STUD PER PLAN OF BEAM • 3 REVISIONS' BY,,, .+q' -O" I HT - W • a I 2 l • �y HIP ROOF ABOVE PER DETAIL I/8 GAP 3/8" x 5 In" QapFESS/pN W — p► W/ 4 - 5/8" x 3" LAGSQX,O� J. p0A,�� ? ON w i 2x BLK'6 �. C7 No. 042028 O (D, LATTICE JOISTS � I - 5/8" x e" GALV. LA6 STUDSEN �� ` fr Exp 3/31/10 `` , PER PLAN � SFr,TInN A -A I ®EACH J015T SUPPORT • wQ LATTICE BEA PER PLAN I PIPE COLUMN PER PLAN (D-1 - - V -0 - HIP BEAM 5/8" M.B. AT TOP PLATES �, 9�� Civil- pP��? OF C Q PER PLAN 5/8" x 3" LAG5 AT BEAMS RAFTERS CALF O ,^ ROOF PER PLAN ` 0- 2xb LEDGER � n MAY 4 S� Q rf W/3 -16d® EACH STUD 2x• BLK'G BETWEEN RAF-TER.5 W/ 'RBC' ` ® 24" o.c. 4 BLOCK'& z f 'U' HGRS TOP WALL PLATES OR TMP ROOF BEAMS PER PLAN 2x4 LEDGER PAYE 04/7Z/08 IN/ 2 - I bd ® ANGLE CLIPS EACH 5TUD PER DETAIL I/8 EACH SIDE MWN did 2x4 #2 ®24"o.i. 2xb ® I6" o.c. CEILING J015T5 JOB PLAN VIEW 5TUD WALL8020 'f WALL 5HEATHIN& PERaim ar PLAN 4 SHEAR WALL 5CHE12 8) ' I'_0.. • � � SHEETS 7 4x8 01 TRUSS TOP CHORD / Q / , 4x6 #1 TRU55 COLLAR TIE i TYP I %1/4" STEEL FF- x 3" WIDE ^/ 2 - 5/8" M.B. TO COLLAR TIE 6 4 - 5/8" M.B. TO CHORD PLAN VIEW LU � t112°=r-O" co 1/4" STEEL fE TYP (� . W/ b - 5/8" M.B THRU TRU55 T TOP -I CHORD W (> 7RU55 COLLAR TIE5 — L 8 x 8 x 1/2 x 0'-5" EACH SIDE OF EACH TRU55 TOP CHORD5 i d 2 - 5/5" M.B. THRUO EACH 7RU55 T-1/2 TOP � COLLAR TIE5 (4 TOTAL) CHORD T 1� Z W/ 2 - 5/8" M.B. EACH LEG Wm WQ cn 71a 02 Q aLij 3 3„ I 1/4" BENT 57EEL VIE SLOPED HIP BEAM SEAT Q 1V I - 5/8" x 5" LAG THRU 5EAT fir MELDED TO 51DE FE'5 TYP QPpFESS/pN DAA 04/22/08 SCALE 11/2" = 1'-0" No. C42028 m LxtAwH w Exp 3/31/10 m djd * 'xB 8020 � CIVIC- ta�� TF SHM CF CAI.�FpP MAY 0 7 2008 9 Of sHUM ,�"gh�t�siullh,� s I / EXISTING RESIDENTIAL ZONING 5' MIN. I ---- -- 51 MIN. / 40' OAK TREE% \ \ 10 I \ REPLACEMENT LEACH LINES WT' -O" X 4 = 2539 y 60' OAK TREE ' I I b ti� 1200 c 7AL I SEPTIC TANK I LEACH LINES �S�f '_4" X 3 = 253' LEACH LINES TO BE INSTALLED AT A DEPTH NO GREATER THAN O � I G 0 3' BELOW ORADE. __ N 5' MIN. 51-4 �y ( 5' MIN. 10' z 33'-3' O AD N 40 PROP05EV RESIDENCE -1 z I I �- w xQ- tt i C EMrR,4L NOTES OVER9lIOl9 I. THE CONTRACTOR $HALL SIFT' ALL DIl j*X0, ELEVATIONS,, AND SITE CC014DITIOItS FARE STA"I" WORK. TRR E II ER SHALL SE NOTIM0 " + RIT1110 VZOMPANCEa. 2. THE CO"RACTOR AOMMIS THAT HE XNAM ASSUME SCS AND CO L S ANSPOM I ILITF FOR JOB SITE CONDITIONS DURIT1 THR COME OP THE PRC JXC"F, INCLUDING SAFETY Com' M PrMONS AND Mott 1 THAT THIS RZIQ'UIRXMNT SHALL ^MY COMNUOUSLY AND NM IM LIMITND To ROSOM WORRIRO ROM; AND THAT THE CONTRAOT+OR L VMfff INV I E" " VOLD DANIEL .7. DOSSIX SAAMA160 FROM AMY AND ALL LI,A►HILITF`, RRAL OU ALLSOND, EXCEPT FOR. LXASTLITY ARISING FROM THR SCS EEGI«It,IZNCE OP DANIEL J. DOBBIN. 3. THE COMPACTOR AQRffSS THAT /M 91IALL NOT DEVIATE FROX THESE DRAWINGS NXTHOUT FIRST" OBTAINING I M FROM "I 4. ALL OMISSIONS AMD OR P ICTS BETWEEN VA1tI8 ELEMENTS Or THE dMf� �+� : O THE +�y �n .� Ago,may. �%�!`8'Rt� S�P� ATTENTION OF '1199 ENGINEER. S. IF CEFI'IArm ATDRgo or Co1NBTRO'C om, ARE NOT Army $momm ON THE DRANINCS OR CALLED OUT XN TIS VOTES CR SPSCIFICATIONSt TRW THEIR CONSTRUCTION SEAIAL BE THE S FOR SIMAR C 4DIT'I0"S WRICR ARM Slid On O.LRD OUT ON 'FEE DRAWINGS OR SF .IrICA TIOE'S on AS DIRECTED By THE EROIEEER. 6. ALL CONSTRUCTIONt ISCX#tIDLW TRI S ASI WORNWORIPt SWVAL C:C?.HroRAI To 'TTIE 1997 EDITIoS of Ta$ "UNIF'o X4 BLTILDI CSE" (oSC) . 7.. IN A"AS, OF EXCAVATION TIM C#CNT",IEAt:',ROR SRA= DRT'XRMIWE TUE. LOCATION! Or ALCERISTlUNDERGROUND TILITIES EE21MSTARING EXCAVATION - 9. THE CONTRACTOR S NOT SCALE TIORIN OMIkG . 1. $OIL..«RS1O TION I $FILM DE I Z voultAt CONTINUOUS MOOTIMUS i m Psr ap"m BEAD I 1000 PST PAD FOOTINGS: 1000 PST SMTOM OF TOOTItfoo SHALL HH AT LZAn 121 9E'IM01lf LOWEST ADJACENT FINISH S . 2. THE FINIOR EXCAViLTION FOR rOMMAT"IORS SHALL BE "AT A TAUS TO LINE WITH ALL LOOGN MATERIAL Ate! ST'AMDING WATER REMOVED BEFORE CONCRSTS to PLACED. 3. TINS TOOTING LAS 60WZ SO8I4:IT COMPACTION rOR ALI, rILL TO T ENGINMR, ZUS TO REQUIXTING FOUNDATION I gECTI. 9. ALL LOSE $OIL AND Fit. DIRT*V IRMUDING 9xvINDARTAxNING E'ALLS, SHALL BE COMPACTED TO AT LEAST 90% C ' MAUKUH DENSITY- 4. ENSITY-4. BACKFILL FOR ALL RETAINING W'AZZAS SHALL ax "mous MATERIAL AND SHALL NOT BE PLAN UNTIL MASONRY OR CONCRETE RETAINING MEMBERS HAVE MY IN PLACE A MINIMUM OT 14 DAYS OR HAVR 08TArnED 7511k OP TATE DESIGN B`TRERGTM. PRIOR To .mRFILLxm , PRovIDE Tom' wo'R 'I"' o -mo ;TEG Von ALT, WALLS RETAINING EARTH', WUSS OTHERWISE NOTED- 6. OTED-6. TEMPORARY SAMI9G "R :iI= RETAX111190 WWZS 1RXQUZRXNG PERMANENT STRUCTURAL SUPPORT AT THE TOP OF T113 WAIL $UU REMAIN IR PLACE UNTIL SUCH, SUP -POR" ARS INSTALLED. 10 'TOR CASTE OF C O CMN $11J PORTSir TR3 BHORIHG ORA&Z REMO IR MCR A MINIMUM OF 7 DAYS AFTER CORCME PLACIMMT O 230 / \ �,\v16, 57'-I O" 2% 33'_q" 108'-4" z N X W APPROVED 11 tF STING 1` sfb �2l4•-Z2 '`�..� 16' �i�0 EXISTING 4' SIDEWALK EXISTING ROLLED CURB 4 GUTTER KA Environmental Health JUN 3 0 2003 Chico, Caiiforhia ,4RE,4 0ALGU1.._,4TI0N5 DESCRIPTION AREA PARCEL SIZE 1.02 AG LIVING SPAGF= IST fiLOOR 2ND FLOOR (BONUS ARBA) Bit "I "ORC<II $RAM C FWW TO A#TM A615, 110CLUM0 SVPVL11MZ'tT 1 .SAWN WOOD MDERS ate% BE DOUGLAS FIR OR UARCS, 040, A1W MALL HR WINE GELLAR (UNCONDITIONED) 228 5F al: ALL INrOZ STEEL To BE GRADE 60 (60 I) * RT"ICAL IMXNFORCIXGI GRADS MMMD BY R OMWIRG AGENCY RECOGNIZED 31 TIM INTERNATIONAL A563,, M C RADI A. 2., DET'A1L8 roR RZINroitcIffa SRAZZ CONFORM WITS CHAPTER 7 #F THE +�@ ID �I� .. ,... _ �y yyp JS/' ��R"�FTsMw' +�..:,.,. _.... ..... ._.. .. ,_ , . ,...:.. �...... _. �� SUPPORTS � .LQ'fi'Yi F�� +F�f7* '9�+.: CoBFBI mem or rR#tImmyo orFICmrs {icnoj . tT� y►�!.�.y�'H'Ci SRALL SAS` "z Ajdti{d,, � ,- HE�I� ,. .73fp*�g/� - -.8�� i7�aRKi'6s'k� ''M'dt"� i.. ... .: / 9u! +6� 4 { ,A MRICAN CONCnTis :EReT TUTE PUBLICATION 31,111-891 1E$$ OT".SIRWISE 2. WOOD GRADRS t UNLESS pro o, emALL BE As F°=mw t STANDPARD CVT WANNER8 tJAwao 14 'ED. TOOTED. INSTITUTE. LIGHT FIRMING (2" TO 4- THICR 4 2- TO 4" WIDS) No.2 DOLT Iit11 ms DRZW.,"= II9 WoM OHM AIS DRILLED 1/32" I-ARGRA, Tf1AH' TIM 3, LA1m'$ AT SEC, sptjCgo IR CO#0MT8 CONSTRUCTION !IM4, 98. CLAxSI3 aA OR 8 PCtRI.I?ORC ZVQ 90ALL SECURELY TIED IN PLAC8 PRIOR TO PLACING JOIST'S 6 HEADERS (2w To 4- TRICK,, 6- # WIDZR,) N0.2 noxxvAL Aom DIAMETER. rxc=wT FOR PILOT HOLES TO RECEIVE LAMA StOLfi CONF'ORM1114 To CHAFFER 12 er TIM LATEST EDITION OF THR AMERICAN O ONCE OR OROUT. BEAM'* STRINGERS (6X A LSA No.1 THR rT4 . CONCRM INSTITUTE 318. WELD vo or C$.oselpG BASS mm Tian i4ELDxNa or REIWFoRC. ma auam NOT POST 4 TIMBERS (6X $ LAMER) N0.1 HAILING Or BANK WWD MMMM-e MUSS OTHERWISS NOTIVe SM" $E 4. VERTICAL BARS IN CONCRATIN CONSTRUCTION $BALL BE ACCURATELY 3. PLYWOOD OEM BB "A RA4TED ORIATRING J= COIRFORK TO TIS DUMB WITH CO OV WXRZ OR 91SEE11, NAILS AND compo x To TAME 23"-11- POSITIONED AT TRX +CE R Or TOR WA=t 11+9 AGS OTHRRVISO K*TXD REQVIR NTS CONTMOND IN CHAPTER 23 Or 1997 UNC AND $HALL HE OF B-:1 or TIM Unc. 51 WELDED 'MIRE FABRIC: $H= CORM TO ASTIR= A165.' THICitESS AHD GSE AS SHOW ON THI DPAVINGSp AND 88 SURD WITH DIAPRRAGM NAILING SHALL cmwoR1+l, To TAHLES 23-1'-R AN 23-1I-1-1 01P 61 f "S IN IMLDgD >9'IRZ F.AI'RIC ,A'T SpLIC89 SHAM NOT BE LESS TH" !! # � � THE TR,ADEMARX OF THE A)MAICAN MWOOD ASSOCIATION. THE URC vIT'S wom"CLA"Turm :ogir:[N D As romme� INCHES . 4. F'R& ISG ANCHORS, ST'RA , J0I0T UNGERSt STC. SWZ BE AS BN - SOUNDRY NA.111TWO AT DUMMAOX DOMRZ"l CONTINUOUS FAMM ,4RE,4 0ALGU1.._,4TI0N5 DESCRIPTION AREA PARCEL SIZE 1.02 AG LIVING SPAGF= IST fiLOOR 2ND FLOOR (BONUS ARBA) 2788 SF 531 5F TOTAL CONDITIONED LIVING SPACE 3311 5P WINE GELLAR (UNCONDITIONED) 228 5F 7. 1,:-A/.Lgt FIL T t A" +4.VigMS SM" va DCRLSO TO THE SUPPO F:0 "A""i4C V $I Z'{iS ;"BIM S COIVA w OR " T O APPROVED EQUAL. 1} ROOTINGS, WITH R31"ORCIM Or TIM SAM Sian A" SPACING AS THE S. BOLTS SEAM C fORK TO ASTM X.307. NUTS SILL CORrOM TO ASTM►! 600 * RT"ICAL IMXNFORCIXGI A563,, M C RADI A. �,y 6A +N +�@ ID �I� .. ,... _ �y yyp JS/' ��R"�FTsMw' +�..:,.,. _.... ..... ._.. .. ,_ , . ,...:.. �...... _. �� SUPPORTS � .LQ'fi'Yi F�� +F�f7* '9�+.: S • . _ tT� y►�!.�.y�'H'Ci SRALL SAS` "z Ajdti{d,, � ,- HE�I� ,. .73fp*�g/� - -.8�� i7�aRKi'6s'k� ''M'dt"� i.. ... .: / 9u! +6� 4 { ED BY THE CONCRETE REIN REINFORCING STEEL 9" "I'AA'tiO PRACTICE" 1A1S11, STANDPARD CVT WANNER8 tJAwao 14 'ED. INSTITUTE. 7. DOLT Iit11 ms DRZW.,"= II9 WoM OHM AIS DRILLED 1/32" I-ARGRA, Tf1AH' TIM 91 PCtRI.I?ORC ZVQ 90ALL SECURELY TIED IN PLAC8 PRIOR TO PLACING noxxvAL Aom DIAMETER. rxc=wT FOR PILOT HOLES TO RECEIVE LAMA StOLfi O ONCE OR OROUT. THR rT4 . 10. WELD vo or C$.oselpG BASS mm Tian i4ELDxNa or REIWFoRC. ma auam NOT 8. HAILING Or BANK WWD MMMM-e MUSS OTHERWISS NOTIVe SM" $E tl8 F$VMTTZD. DUMB WITH CO OV WXRZ OR 91SEE11, NAILS AND compo x To TAME 23"-11- B-:1 or TIM Unc. 9. DIAPRRAGM NAILING SHALL cmwoR1+l, To TAHLES 23-1'-R AN 23-1I-1-1 01P AL9lpII�C # � � THE URC vIT'S wom"CLA"Turm :ogir:[N D As romme� 1. A. THE MISIIR7R 29 HAAT CwOAPCRET'E COMPRESSIVE STRENGTH $HALL VIE: BN - SOUNDRY NA.111TWO AT DUMMAOX DOMRZ"l CONTINUOUS FAMM F'OLIBDATICNS / P" 9`OOT"II S 2500 FS1' j SOM p AND AT EDGES OF o"RIS . STRUCTURAL #LAS 2 500 PDX - EDGE MAIL1140j, PANEL OWES B. THE MAXIMUM Srg" $HALL HE 4 INCHES. M a FIRtO VAZL Imo, INTSIMVIATS SUPPORTS c. TIM MI"N.I:MM C ENUMT CONTENT $HALL BE 500 LISSICCY. 10. WOOD IT ERS SM= R9.' WRCTRD WMIt POSITIVE CAM= UPWARDS, AND 2. PORTLAND CEMENT SWA& COMIM TO ASTM C150,r T'FP$ I OR. TI . NEGATIVE CAMM MRS INDICATED DOMMARD. 3. AlC4OEREC$A'IES FOR NORM R TORT CONCRETE 8HALL O FORK TO ASTM C33. 11. ALL RA.1LS LPAWER TNAN 16d,, AND .ACIP. NAILING TAVDIISO TO CAUSE 4. ADMIXTUREi9 U6rZD To It4egrAfts TER WON%BILITY CAF '",I`HE CONCRETE ISRAU SPLITTING Or WOOD MEMBERSe SHALL lei& INSTALLED Its PREUR1=0 R=$+ NOT RR (:DRSIDEM To REDUCE 'TIM 03PMC3FILD bltitl ZWM CXMRRT CokCTI:NT,, 12. CU'.1'":f<'"1'N0, VAILL11FIG, OR NQTMNG Q? S8AX0/aOI1STS/P'OS'9 SHAAL BE 5 . > SAD1'-ASIX CONCRZTZ$R= H95 MIXED AND DELIVERED IH ACCO RD)OCE WITH PERMITTED *NLy AS SHS ON THE D MIRo8 oR AS INDICA'i 0 IN WRITING ASTM C94. BY T:48 ENGIREIIR. 6. MINIMUM CONCRETE COVER (In INCHES) FOR RE11l ORCrING, STEEL FOR NO"- 13- ALL el=8 Olt FLATES RESTING ON C01KC«RWE OR NWONR C, IMICH 18 its' PRESTRESSED CCNC:RNTN I CONTACT WITH THE EARTH,, Ste+ BE PRESIImm TRzA'TxD DovaLAs 9`IR. A. CAST AG&I T A" PEVJWZNTLY EXPOSSO To =LlqtTa 3 IN. 14. FRt1WDE sibcKT!< o CAR BmarM PER IMC 2320.8.3 or THE USC AND BEC 8. FORMED SURFACES ES EXPOM TO VAMH OR STM 4.4.1.2 or THE vaTj RC 1AZ CIzi xem #mIT'I ' ov. 96 D L 2 IN. 15. ICOM 'ORE OD99fiEM"1R OP R4OW AT THE TI OF PTACING SHALL NOT EXCEED #5 AND sA =XR 1 h IN. 19 PHRCH1iT . 7. I9LXjVX5, PIPE11, AnD CC4qDUIT9 SHALL NOT BE PLACED TNROVGH O r ----- U��C�.�-��l_. CCi�I9"1'I)t�Uous OR 19"M ['I F Tr=S, ORADE BE MSr OR TIE SIMS. = Q - OL d) tL to tu ° ^l 77-7OL OLe . CONSTRUCTION 4ot> S SHALL BE ADNQUAk Lx iso. T��AR S�i�V L�rCAs�o�9� \ - I C"� A1.._ r%%T o DZTAILS, NOT ORO C T" D WINGS r ISI"L BH SECT �� ® 0 oI Nortrn C,alt�ornla `--�-� THE APPROVAL OF TUB Emiumm. 9. CONCRETS PLACEWRTS RRALL HE CONTINUOUS UMNSVP C:CNSTRUCITIONNORTGail: TOLL MEE z T -aOO-22i-2(000 10. UNt,889 C?TMMISE $►HON AE TPI DRANTI46of SS $CIN GRACE SHAM BE 0 � LESS _ CAST IN SQUARE OR ROCTMIGULAR PA"1'" IMS NOT EXCEEDING 400 SQUARE SCALE: 1" = 20'-01' TWO PqO RKINry PAYS BEI=CODE YOU VIC7 FEST] WITH A M&XrWM DIMENSION or 20 IgST 8STREEN CO>'4OTRUCT'Io14, Q State LiCei15G j ----- -- TTry=ra I 1} ILI - V � 600 Q - OL d) tL to tu ° ^l 77-7OL OLe . CONSTRUCTION 4ot> S SHALL BE ADNQUAk Lx iso. T��AR S�i�V L�rCAs�o�9� \ - I C"� A1.._ r%%T o DZTAILS, NOT ORO C T" D WINGS r ISI"L BH SECT �� ® 0 oI Nortrn C,alt�ornla `--�-� THE APPROVAL OF TUB Emiumm. 9. CONCRETS PLACEWRTS RRALL HE CONTINUOUS UMNSVP C:CNSTRUCITIONNORTGail: TOLL MEE z T -aOO-22i-2(000 10. UNt,889 C?TMMISE $►HON AE TPI DRANTI46of SS $CIN GRACE SHAM BE 0 � LESS _ CAST IN SQUARE OR ROCTMIGULAR PA"1'" IMS NOT EXCEEDING 400 SQUARE SCALE: 1" = 20'-01' TWO PqO RKINry PAYS BEI=CODE YOU VIC7 FEST] WITH A M&XrWM DIMENSION or 20 IgST 8STREEN CO>'4OTRUCT'Io14, Q State LiCei15G j ----- -- TTry=ra p1dw I t'w� � I 1 11 - 11 MARK SHEATHING: E IL NAIL _7 'A ATTACHMENT SPECIAL 2TRUC ION: CON, T 6 . R UBFL02R-- MUMILt I 3/8" APA RATE SHEATHING 8A COCFM ON A 0. 116d SINKER 0-6 .. r 1/21' x 10" A.Y' 028 1 NONE 8 3/8" APA RATE SHEATHING 8d COMMON a4 1 NOT APPL 1/2"x 10"A. 0-22 NONE C 13/8" APA PAT SHEATHING 8d ICOM Mor -I N NOT 'APPL 1/2' x 10" A Im 8 A. G-, r 4—xFPM5 0 XOUTTING PANEL GGES SILL PL, STAGGER EDGE NAILING NOTES: 1. ALL UNSUPPORTED PANEL EDGES SHALL BE BLOCKED. 2. 8d COMMON 4AILS SHALL HAVE A MINIMUM DIAMETER OF 0.131" AND LENGT OF 21/2". 3. ALL FIELD NA ILING SHALL USE THE SAME NAIL SIZE PER EDGE NAILING AND tE @ 12- O.C. 4. ALL MUDSILL ANCHORS SHALL HAVE SIMPSON'13PI/2WASHEIRS TYP. 5. WHERE EDG NAILING AT ABUTTING PANEL JOINTS OCCURS OVER 4x FRAMING THE, EDGE JOINT SHALL BE STAGGERED AT OPPOSITE SIDES OF THE J01 AND SILL P TE NAILING SHALL BE STAGGERED. 11 Hf oe oe - V-5050 '41 !Z -4x I 02-u i4L�v T2 fHV7- A . it 44' 44 7t, ........ F1 Chico, Callfomla