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HomeMy WebLinkAbout079-090-024,4 �ty �a f r T., N10 �. , r t;: •;,I r, r�r�;, . i T' t 079 - 00 - 0� «l PERMIT#97-0476 0°6-yb6� CRANE, Marlo 7,r Hunter Dr., Oroville Cont: Better Builders New Single Family _ PERMIT997-160¢ CRANE, Marla 75 Hunter Dr'., Oroville�� Cont: North Valley Contractinp� �j New Pri Swimming Pool II;La l t, iS.�pt r01-0697 - CRANE,�a 75 HUNTERER DR OROa�.Q � CONT: HOLIDAY POOL R L ly SOLAR SYSTEM ,± B07-1203 079-090-024 .¢t ,r} _'�' .�., .si.N� ,t,a MISCELLANEOUS Private Garage/Shop !.✓ DETACHED METAL SHOP 30X40' ,1 75 HUNTER DR `,/�`(�l CRANE, MARLA C TRUST x E ,i ly %.c .. :.t; H �.!-t+.�r+:_�ri�: i.rr .¢t ,r} _'�' .�., .si.N� ,t,a o. t - !.✓ Butte County Department of Development Services TINE SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile www.buttecounty.net/dds ' PLAN CHANGE RECHECK ❑ Owner's Name: _i !1'1 �/ ��C AP#: 0 q ®qC _ 0'';1- L f BP#:O-7 - ' U Received By: Date: q - o 7 Time: S-7 C.l v►n Contact Person .& Phone Number: PURPOSE OF PLAN CHANGE OR RECHECK CA C(d e c i CS(Response to Inspector's Correction Notice — Inspector's Name: ❑ Response to Plan Check Letter - Plans Examiner's Name: *Submit two (2) drawings reflecting the plan change or..recheck for plan review. If engineering is involved, the, engineer or architect must put his requirements on these drawings and wet stamp and sign two sets of engineered drawings. Drawings must clearly show changes proposed and locations involved. WHEN APPROVED: ❑ Call and hold for pick-up. ❑ Deliver with Next Inspection ( for 8 Y2 X 11 only) Minimum plan change fee to be collected at time of submission, plans examiner will determine if additional plan checking fees are need d: ellIx Minimumjaiaid�vD- ❑ Additional Fee Amount: Receipt #: Revised 6/07 4!, BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 75 HUNTER DR Owner: Pennit No: B07-1203 APN: 079-090-024 WATSON, AMY Issued Date: 09/04/2007 By KCG Permit type: MISCELLANEOUS 75 HUNTER DR Subtype: Private Garage/Shop OROVILLE, CA 95966 Expiration Date: 09/03/2008 Description: DETACHED METAL SHOP 30X40' Occupancy: Zoning: A -R Contractor Applicant: Square Footage: TONY FOX Building Garage RemdUAddn 75 HUNTER DRIVE OROVILLE, CA 95966 Other Porch/Patio Total (530)521-1651 FEE INFORMATION DBF Garage -Wood Frame Plan Che $233.56 DBFIRE Fire Inspection (SRA) R $102.70 DBFIRE Fire Inspection (SRA) R $102.70 DBFIRE SRA Fire Plan Review (S $102.70 DBMSC Garage/Shop/Strge Wood F $350.34 DBOMSCF Fire Safe Standards Re $115.98 Total Charged: $1,007.98 Fees Paid: $1,007.98 Balance Due: $0.00 Receipt No: B4494 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 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 09/04/2007 the applicant to a civil penalty of not more than five hundred dollars [$500]; Pleassee check one of the following: 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 Contractor's Signature Date WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED INSURANCE, as required by CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions 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 nee not a competed if the permit is or once hundred dollars ($100) or est / F -1I AM EXEMPT under Section B. 8 P.C. for this reason: — a yf CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS LLL777 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 ' 09/04/2007 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owner's Sign Date provisions. X 09/04/2007 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE injury, including death, and property damage caused by, arising out of, or in any way connected with HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the pajeroram,authorize authorized the property owner's behalf. CONSTRUCTION LENDING AGENCYpm�arty 09/04/2007 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for a Permittee [SIGN] Prirft Date the performance of the work for which this permit is issued. (3097 civ. code) ❑ Owner ❑ Contractor OR: gent for Owner ElAgent for Contractor I FILE COPY -Lenders Address City State Zip 4 BUTTE COUNTY PERMIT DEPARTMENT OF DEVELOPMENT SERVICES NO. BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIIYIE OFAPPLICA TION Website: www.buttecounty.net/dds BIN # . **PLEASE PRINT CLEARLY** OWNER INFORMATION Last Name �F First Name Mailing Address, S 114 V V\ 7E iL DD Ve- City LL v State CIA- Zip q5q&6 Phone I Fax �7 (D E-mail-tov-\ S 0. �- op . to ✓V\ APPLICANT INFORMATION CONTRACTOR Name Address ..7 S— ff r..T156L Address UI 61 City © DLL City Zips State Zip Phone koO • Lt's Fax E-mail Lic. # Class APPLICANT INFORMATION ARCHITECTIENGINEER Name Address ..7 S— ff r..T156L Address UI 61 City © DLL City Zips State Zip Phone koO • Lt's Fax E-mail State License Number APPLICANT INFORMATION Name ,r ml( f F� Address ..7 S— ff r..T156L M U,E UI 61 City © DLL State Zips Phons�_�2i ��25� Fax E-mail �� S(D� a koO • Lt's APPLIGAWT SIGNATURE l 04 PROJECT LOCATION AP# _ O qQ — OZ DOVE � Property Address % S V V� DO V Gt- City V I I-Lle S l2 WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit. issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: 'c,AtkA0rl> M ETJqL_ sffDP r Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office VVe y: Zoning Flood Zone SRA Yes No Occ. Type onst. Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds PERMIT APPLICATION DATA SHEET Reference Number: B07-1203 Date: 6/1/2007 Location: 75 HUNTER DR By: GLB Parcel Number: 079-090-024 Sub Type: Private Garaze/Shop Owner Name: CRANE, MARLA C TRUST Phone: Description: DETACHED METAL SHOP 30X40' The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No DRAINAGE DISTRICTS ❑ E:] Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 El ❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 ❑ ❑ City of Chico, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 ❑ ❑ PARKS & RECREATION DISTRICTS Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 ❑ 1:1 Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 ❑ 1:1 Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 ❑ 11 Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 Signature of Property Owner:—,;;� Date: 6/1/2007 FILE 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 M ❑ Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions E] n City of Biggs Planning Department 016 Sixth Street Biggs CA 95917 - (530) 868-5447 `�[9A�►�E_] Other: Other: Other: Signature of Property Owner:—,;;� Date: 6/1/2007 FILE Sep 04 07 11:13a p.3 D r6a,g6z- aul!zo� dyl h/j BUTTE 1 COUNTY SL 0 4 2007 -DEVELOPMENT SERVICIA' Sep 04 07 11:13a r _ t Butte County Depai TIM SNELUNGS, DIRECTOR I PETE 7 -County Center Drive Oroville, CA 95965 (530)538-7601 Telephone (530) 538-2140 Fax %vww.VUttecounty.net/dds ` Development Services ASSISTANT DIRECTOR p.2 t--- OWNER-BUILDER INFORMATION An application fora building permit has been submitted in your name listingyaurself as the builder of the property irmprovtmeou specified. For your protection you should be aware that as 'ownemuildee you aro the responsible parry oftecord 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 wort: is being pafotmtd by someone other than yourself, you may protect yourself from possible liability if that per= applies for the proper. permit.inbis.oc ber.tamt. . Cotmre actors arequired by few to be licensed and bonded by the State of California and to have a business license from the city or county. They aro also required by law to put their license number on all permits for which they apply. If you plan.to do yaw -am work with the exception of various trades thefyuu plan to subcontract- you should beawary ofthe following information for your licnefirand-. protection: If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5500 or more for the entire project and such parsons aro not liocased as contiacrcrs w sulicattratturs, then you may be an tatploya. o If you aro an employer, you must agister with the state and federal government as an employer and you are subject to several obligations including state and federal n income tax withholding, fedcnd social sa:urity taxes, workers/ eornppsatian insurance, disability insurance costs, and unemployment compensation contributions. There mar be financial rislu to you if you do not carry out these oblipytimss, and these risks are especially serious with respect to workers' compensation insurance. ° For more Wccific 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-cuntaet the DepartmcntofBwcfil-Payments.and the Division or Industrial - Accidents. Iftle stnneture is intended for sale, property owners who are rex licensed contractors are allowed to perform their work personally or through thicr own employees, whhouta license contractor or subcontractor, only under limited coaditiors: A frequent practice orunlicensad persons professing to be contractor is to secure en "ownw-builder" building permit, aroueously implying that the property owner is providing his or her own labor and maieriat personally. Building permits arc not requited to be signed by property owners unless they are performing their own work Personally. Wbrmmion about licensed contractors may obtained by contacting the Conaacton' State License Board's automated telephone information system at 1-800-321 -CLSB (2752) or by accessing thier website tu-www.CSIA.c cgov: PLEASE COMPLE It AND RETURN THE ENCLOSED OWNER -BUILDER VERIFICATTON.F.ORM. SO.TItAT-WE CAN CONFIRM THAT YOU ARE. AWARE OF THESE MATTERS. THE BUWING PERMIT WILL NOT BE ISSUED UNITLL THE VERIFICATION IS RETURNED. OWNER BUILDER VERIFICATION— PLEASE COMPLETE THIS FORM AS REQUIRED BY THE STATE OF CALIFORNIA (SENATE BILL N0.831 EFFECTIVE JULY I, 1980). NO BUILDING PERMIT WILL BE ISSUED UNTIL THIS dERIFICATION- IS -RECEIVED- --2P I. 1 PEKSONALLY PLAN TO PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMENT. -(YES OR NO) --� 2. 1 AVE NO7 SIGNED AN APPLICATIONFOR-A BUITAING,PFRMIT FOR THE PROPOSED WORK. 3. 1 HAVE CONTRACTED WITH THE FOLLOWING PERSON (FIRM) TO PROVIDE THE PROPOSED CONSTRUCTION: NAME' ADDRESS CITY PHONE CONTRACTORS LICENSE NO 4.1 PIAN TO PROVIDE PORTIONS OF THE WORK. BUT I HAVE HIRED THE FOLLOWING PERSON TO COORDINATE, THE MAIOR WORK: SUPER V]SL AND PROVIDE NAME' ADDRESS CITY PHONE CONTRACTORS LICENSE NO 5. ( WILL PROVIDE SOME OF THE WORK BUT 1 HAVE.CONTRACrED (HIRED) THE FOLLOWING PERSONS -TO PROVIDE -THE -WORK INDICATED: NAME AOQRFSS PHO N1 TYPE OF WORK Description: DETACHED METAL SHOP 30X40' Reference Nurnoer: 807-12"' Applicant Name: TONY Owner's Name: WATS( --* Signature of Property.Owner :079-090-0 4 v-/ BUTTE , COUNTY Sip 0 4 2007 DEVELOPSERVICES --cj Butta=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 wilding permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection yolsshould 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 theyXe 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 ap 'es for the proper permit in his or her name. Contractors are required by la 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 p4mits for which they apply. If you plan to do your own work, wit(i the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: \\p ° If you employ or otherwise engage any sons 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 licensedcontractors or subcontractors, then you may be an employer. ° If you are an employer, you must register wi the state and federal government as an employer and you are subject to several obligations including state and federal ° income tax withholding, federal social securityes, workers/ compensation insurance, disability insurance costs, and unemployment compensation contributions. There may be financial risks to you if you do not c out these obligations, and these risks are especially serious with respect to workers' compensation insurance. ° For more specific information about your obligation rider federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small business Administration). For more specific information about \nli'censed ations 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 contractors are allowed to perform their work personally or through thier own employees, without a license contractor or subcontractor, only under limite%Qns. A frequent practice of unlicensed persons professing to be contracto? 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 ar of required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting theQntractors' State License Board's automated telephone information system at 1-800-321 -CLSB (2752) or by accessing thier website at www.CSLB.ca.gov. 7 PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER-BUILDERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT E ISSUED UNTILL THE VERIFICATION IS RETURNED. OWNER BUILDER VER ICATION PLEASE COMPLETE THIS FORM AS REQUIRED BY THE STATE OF CALIFORNIA (SE\ATEBILLO. 831 EFFECTIVE JULY 1, 1980). NO BUILDING PERMIT WILL BE ISSUED UNTIL THIS VERIFICATION IS RECEIVED. 1. I PERSONALYP TO PROVIDE THE MAJOR LABOR AND MATERIALS FORTION OF THE PROPOSED PROPERTY IMPROVEMENT. ( S R NO)2. I�AV /HAVE NOT) SIGNED AN APPLICATION FOR A BUILDING PERMIT FORED WORK. 3. I HAVE CONTRACTED WITH THE FOLLOWING PERSON (FIRM) TO PROVIDE THE PROPOSED NAME ADDRESS CITY, PHONE CONTRACTORS LICENSE NO 4. I PLAN TO PROVIDE PORTIONS OF THE WORK, BUT I HAVE HIRED THE FOLLOWING PERSON TO 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 NAME ADDRESS PHONE TYPE OF V Description: DETACHED METAL SHOP 30X40' Reference Number: B07-1203 ,11N r Applicant Name: TONY FOX TE, SUPERVISE, AND PROVIDE Owner's Name: CRANE, MARLA C TRUST AP # : 079-090-024 Signature of Property Owner: Date: — THE WORK INDICATED: 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. O 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 I Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-1203 Location: 75 HUNTER DR Parcel Number: 079-090-024 Date: 6/1/2007 Owner Name: CRANE, MARLA C TRUST Phone: Description: DETACHED METAL SHOP 30X40' Signature of Property Owner: Date: 6/1/2007 FILE Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds C National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B07-1203 Location: 75 HUNTER DR Parcel Number: 079-090-024 Owner Name: CRANE, MARLA C TRUST Description: DETACHED METAL SHOP 30X40' Date: 6/1/2007 By: GLB Sub Type: Private GaraEe/Shop Phone: By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: Date: 6/1/2007 Title: FILE BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B07-1203 Job Address: 75 HUNTER DR Contractor: Printed: 6/1/2007 2:30 pm Fee Description Account Number Fee Amount Paid Date Pmt Amt -DBFIRE Fire Inspection (SRA) R 0100-450001-4617240-1010 $102.70 0100-450001-4617240-1010 $102.70 6/1%2007 $102.70 DBOMSCF Fire Safe Standards Re 0010-440001-4210500-1010 $115M DBFIRE SRA Fire Plan Review (S 0100-450001-4617240-1010 $102.70 DBMSC Garage/Shop/Strge Wood F 0010-440001-4210500-1010 $350.34 DBF Garage -Wood Frame Plan Che 0010-440001-4210500-1010 $233.56 6/1/2007 $233.56 Printed By: Gwyn Benedict 19007.98 $336.26 Balance Due: $671.72 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These fee c during the plan checking process. Signature: Date: 6/1/2007 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). California Department of Forestry and Fire Protection Butte County Fire Department Fire Prevention Bureau 176 Nelson Avenue, Oroville CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax Reference Number: B07-1203 Location: 75 HUNTER DR Parcel Number: 079-090-024 Owner Name: CRANE, MARLA C TRUST Description: DETACHED METAL SHOP 30X40' Date: 6/1/2007 By: GLB Sub Type: Private Garage/Shop Phone: To meet the requirements of Government Code section 51182 and Public Resource Code 4291, the Butte County Development Services -Building Department requires a pre -construction inspection to pro -actively provide the below building and site requirements to the property owner. Your property is located within the State Responsibility Area (SRA) of Butte County. All development within the SRA is required to meet the below requirements: ✓ Public Resources Code 4290 ✓ Public Resources Code 4291 ✓ California Building Code, Chapter 7A ✓ Butte County Improvement Standards Requirements prior to scheduling the pre -inspection: ✓ Full plan submittal to Butte County Development Services -Building Division ✓ Driveway and building pad must be identified on site ✓ Structure location must'be staked out on the building site �( Requests for inspections shall be made a minimum of 72 hours in advance by calling the Fire Prevention Bureau's 24 hour inspection line at (530) 538-6837, ext. 169, (When the recording comes on, enter the extension number). For the pre -inspections, the property owner or authorized agent is required to meet the inspector at the construction site with two hard copies of the site plan. I have read and understand the above pre -inspection requirements. 6/1/2007 Date Rev'd 5/7/07 Signature All of the Fire Safe Requirements are posted on the Butte County Fire Department website at http://buttefire.org/Fireprevention/protplan/protplan.html FILE �R P.O. Box 3618 STEEL BUIL DING i Li\.G)1\LLI{il I SAN LUIS OBISPO, CA 93403-3618 TEL: 805.550.4532 FAX: 805.782.0260 • ' . �' T" i STEEL i BUI I DmC TEL: 805.550.4532{ hL BUILfiti1'G P.O. Box 3618 Ei\* rn'�ERING II Li\'�1�vLLlt)i\� FAX: 805.782.0260 ®® �,1 SAN LUIS OBISPO, CA 93403-3618 . 4 w LF M. FACTORY DIRECT METAL PO BOX 991-898 REDDING, CA 96099 Phone: (530) 244-7510 30' x 40' x 14'-6" Eave Height , - Steel Storage . Shed (3' o.c. Frame Spacing) . Bu I TE COUNTY r 9 111111111111111111111111111 111111011111 rol", RIPIVISION 0' ® ' Owner:_ ® APN:-CqQ-,07,t E1/0,47 FILE COPY PROJECT INFORMATION DESIGN LOADS: OWNER NAME: TONY FOX DEAD LOAD: 5 PSF PROJECT ADDRESS: 75 HUNTER DR. LIVE LOAD: 0 PSF OROVILLE, CA 95966 SNOW LOAD: 20 PSF WIND LOAD: 80 MPH EXP. C 'SEISMIC ZONE 4 ` t SHEET INDEX ' 1— COVER SHEET F 2-3 GENERAL -NOTES v 4— _ ROOF FRAMING PLAN Q�QFESS/QN9 5— FOUNDATION PLAN �O eS0 AD / 6— FRONT/BACK WALL FRAMING & TYP. INT. FRAME ELEV. 7— ' TYP. SIDE WALL FRAMING 8-9CONNECTION DETAILS c`�� 691 1 % m 10, MISC. INFORMATION F P�/j NOTICE TO BUYER: NOTE:. THESE CONSTRUCTION DRAWINGS AND STEEL BUILDING ENGINEERING INC. SUPPLIES .` SPECIFICATIONS ARE FOR BUILDING PERMIT TECHNICAL DRAWINGS PREPARED FOR PERMIT EVALUATION ONLY. THE CONTRACTOR OF RECORD PROCESSING BY THE LOCAL BUILDING DEPARTMENT. 6"RESPONSIBLE FOR ERECTING THE STRUCTURE IN YOUR DEALER IS INDEPENDENT AND NOT A ACCORDANCE WITH THE MANUFACTURER'S CONTRACTOR OR AGENT OF STEEL BUILDING © COPYRIGHT 2007 RECOMMENDATIONS. © ENGINEERING INC. STEEL BUILDING ENGINEERING INC. .STEEL BUIIJDING FACTORY DIRECT METAL UK)NN: NV u� 14 vi urr�. Ivv. •,7 ENGINEERING STEEL STORAGE SHED CHK: JCP OS 14 07 COVER SHEET . APPR: RA O5/14/07 OF: • 10 r.O.WX(M) 3518 545-• 27x ivX COSIBM) 12- 260 SCALE: AS SHOWN JOB NO.: SBE -0731-07 REV: 0 (BOS) 516-91 Z7 • FAX IBM) IB7-0160 STATEMENTS t . THESE CONSTRUCTION DRAWINGS AND SPECIFICATIONS ARE FOR BUILDING PERMIT EVALUATION ONLY. THE CONTRACTOR OF RECORD IS RESPONSIBLE FOR ERECTING THE STRUCTURE IN 'ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 2. STEEL BUILDING ENGINEERING INC. SUPPLIES TECHNICAL DRAWINGS PREPARED FOR PERMIT PROCESSING BY THE LOCAL BUILDING DEPARTMENT. YOUR DEALER IS INDEPENDENT AND NOT A CONTRACTOR OR AGENT OF STEEL BUILDING ENGINEERING INC. ' These drawings, notes and details ore instruments of service and are the property of STEEL BUILDING ENGINEERING INC. All drawings, information, specifications, ideas, designs and arrangements represented within these documents shall remain the property of STEEL BUILDING ENGINEERING INC. No port thereof shall be copied, disclosed to others or used in connection with any work or project other than the specific project for which they have been prepared, developed and licensed, without the expressed written consent of STEEL BUILDING ENGINEERING INC. COPYRIGHT 2007. STEEL BUILDING ENGINEERING INC. These plans and specifications are instruments of service prepared for contract construction work and shall be used only under specific agreement and license with STEEL BUILDING ENGINEERING INC. Contractor shall verify all dimensions and existing conditions. Report any discrepancies to STEEL BUILDING ENGINEERING INC. prior to commencing work. Material contained in these documents may not be reproduced in whole or in port without the written consent of STEEL BUILDING ENGINEERING INC. These plans are the property of STEEL BUILDING ENGINEERING INC. and may only be used for the project as specified in the contract or licensing agreement. GENERAL NOTES 1.0 DESIGN CRITERIA: 1.1 DESIGN CODES & REFERENCES 2001 Edition of the California Building Code Steel Allowable Stress Design, Ninth Ed. (AISC) Concrete Reinforced Concrete Design Handbook (ACI) Ultimate Strength Design Handbook (ACI) 1.2 DESIGN LOADS Dead Load: Structure Weight Live Load: CBC Sec. 1607 Snow Load: 20 psf Wind Load: 80 mph, Exp. C Seismic Load: Zone 4, O.M.R.F. 1.3 DESIGN MATERIALS & STRESSES Steel Tubing Manufactured per ASTM—A500 Carbon Steel 16-22 Gouge — cold rolled steel 16-7 Gauge — hot rolled steel Hot Dipped Galvanized ASTM A-123 and ASTM A-153 Bolts Anchor Bolts: ASTM A-36 or better Machine Bolts: ASTM A-307 or better Reinforcing Steel ASTM A -615-76A Grade 40: #4 bars and smaller Fy = 40,000 psi Grade 60: #5 bars and larger Fy = 60,000 psi Concrete Normal Weight F'c = 2500 psi in 28 days Soil Foundations hove been proportioned based on on allowable soil bearing value of 1000 psf (w/ 1/3 increased for seismic) in accordance with the 1997 UBC, the 2001 CBC. ©COPYRIGHT ILDING ENGINEERING N .STEEL BUILDING FACTORY DIRECT METAL DRWN: NG 05/1 07 DWG. N0. ENGINEERING STEEL STORAGE SHED CHK: JCP 05114107 GENERAL NOTES APPR: RA OS 14 07 OF: 10 Y.OMX 7618. UN LIPS 08wo, 4 93403 SCALE: NONE JOB NO.: SBE -0731-07 REV: 0 (803) 546-8477 • FAX (805) 787-0760 2.0 GENERAL NOTES - 21 CONCRETE SPECIFICATIONS 1. All concrete shall be normal weight and attain a minimum compressive strength of 2500 psi in 28 days. All concrete edges, corners, and intersections shall be tooled or chamfered 1" whether or not shown on the drawings. 2. The maximum concrete slump shall be: Slabs ..... 3" :1:1" All other work ..... 4" ±1" 3. The minimum cement content shall be 5 � socks per cu yard and shall be b standard brand type II, low alkali, per ASTM C-150. 4. Any water reducing agents added shall be used to reduce the water/cement ratio. 5. Aggregate shall conform to ASTM C-33. Maximum aggregate size shall be 1" U.O.N. Use 1/4" aggregate for slabs on grade. 6. Anchor bolts to be full diameter, cut thread made fromASTM A-36 steel by an American manufacturer and installed per "Lateral Requirements" on the following pages. 7. Curing: freshly deposited concrete shall be protected from premature drying and excessively hot or cold temperatures, and shall be maintained with minimal moisture loss of o relatively constant temperature for the period of time necessary for the hydration of the cement (typically 7 days) 8. Special Inspection is NOT required for the footing concrete. 22 CONCRETE RVAIFORCINC SPECIFICATIONS 1. All reinforcing steel shall be continuous. Splices in reinforcement shall NOT be made at or near points of maximum stress. Splices shall be lopped not less than 30 bar diameters and in no case less than 24". Reinforcing bars shall have minimum bend radius of 6 times the bar diameter. Bars shall not be heated to facilitate bending. Once bent, steel shall not be straightened. 2. Reinforcing bars to be deformed bars conforming to ASTM A -615-76A: #3 & #4 .... Grade 40; #5 & larger... Grade 60 3. All reinforcing steel, shall be accurately positioned and adequately tied, using proper choirs and bolsters. Nails in wall or stem wall forms will not be acceptable. Supports and choirs placed against exposed surfaces shall be galvanized or provided with plastic feet. 4. Concrete cover over reinforcing is required as follows: 3"....where concrete is exposed to and cast against earth. 2°....where concrete is exposed to earth but cost against formwork. 1 %"....where not exposed to earth or weather. 23 50/1 SPECIFICATIONS 1. Minimum required soil bearing (DL+LL) to be 1000 psf. 2. Expansive index =— — — — — — — (assumed* / from report) *verification may be required by building official 3. It is recommended that on building sites exhibiting characteristics of instability, a soils investigation be performed (unless waived by the local building review agency). Any deviation from the design values shall be brought to the engineers' attention. 4. All required fill and bockfill shall be compacted to at least 907 of maximum density unless otherwise noted on a soils report. 24 STEEL SPECIFICATIONS 1. All structural steel plotes, bar, angles and channels shall conform to ASTM A36 Standards. 2.. All steel tube products shall be manufactured per ASTM—A500 Grade A-1008 and 1010 Carbon Steel Grade B-1010 thru 1022 Carbon Steel/ 15 gouge and heavier Grade C-1015 thru 1022 Carbon Steel/ 15 gauge and heavier 3. Carbon Steel used shall conform to the following: 16 gouge — 22 gauge (cold rolled steel) 16 gouge — 7 gauge (hot rolled steel) 4. Wall thickness: Cold rolled tubing (see table 9 of ASTM A-513) Hot rolled tubing (see table 6 of ASTM A-513) 5. Bending Radius: (Minimum Workable) 2 X to 3 times the outside diameter (round) 3 X to 5 times the outside dimension (shapes) © COPYRIGHT 200 TONY FOX STEEL BUILDING ENGINEERING INC. N All .'STEELBUII.DING FACTORY DIRECT METAL DRWN: NG 05/14/077OF ENGINEERINGSTEEL STORAGE SHED CHK: JCP OS 14 07 GENERAL NOTES APPR: RA OS 14 07 P.O.= 7616 • SIN LZ 0615G0, G 9340 (665) 546-64:9 , ru (665) M-0:66 SCALE: NONE 1JOB NO.: SBE -0731-07 REV: 0 PURI N (CONI. 1J e"YS) (m Or i0) ` z J d (n LnLn lf� ?0 O Oco- a v U 2 O O = CO Z w J W CL 3 J d - u7 Co ROOF FRAMING PLAN SCALE: I/8" = 1'-0" Note: Not Channels are spaced out 46' c.c. 8" STITCH SCREW 1/4-14 x 1/8" AT 30" O.C. HAT CHANNEL Li SUB -GIRT 26 GA. METAL 2X3 RAFTER ROOFING SHEATHING ON HAT CHANNEL 7 SCALE: NTS TONY FOX STEEL BUILDINGGCPYRIGHT E�NGINEERINGZIN)C d 3 Q V W 7 U W K n N Roof Decking 12 bays @ 36.00" ox. & 1 boy @ 48.00" ox. � . STEEL BUII.DINGFACTORY DIRECT METAL DRWN: NG 05/i4_/0_7_"' DWG. N0. ENGINEERING STEEL STORAGE SHED CHK: JCP 05/14/07 ROOF FRAMING PLAN APPR: RA OS 14 07 OF: � 10 v.neoJ uie• SAN wis omuro, a 93101 (W) 546-8427 • rix (aas) 782-0261)$GALE: AS SHOWN JOB NO.: SBE -0731-07 REV: 0 (Ref.) 480.00" (40'-0" ) � . STEEL BUII.DINGFACTORY DIRECT METAL DRWN: NG 05/i4_/0_7_"' DWG. N0. ENGINEERING STEEL STORAGE SHED CHK: JCP 05/14/07 ROOF FRAMING PLAN APPR: RA OS 14 07 OF: � 10 v.neoJ uie• SAN wis omuro, a 93101 (W) 546-8427 • rix (aas) 782-0261)$GALE: AS SHOWN JOB NO.: SBE -0731-07 REV: 0 N UU : *STEEL BUILDING' FACTORY DIRECT METAL DRWN: NG 05/14/07 7OF 'J�,�ENGINEERINGSTEEL STORAGE SHED CHK: JCPOS1407FOUNDATION PLANAPPR: RA OS1407 v.o.eox ule• sw wrs ollrsro, a ysea (MS) see-eexT • FAX INS) 7U-0260$GALE: AS SHOWN JOB NO.: SBE -0731-07 REV: 0 " 36.00" 6 00" " 3 6 " 6 00"° 6 00" 00c 36.00- 36.00"36.00-0 6 6 00"p 1 3a '0°0° "a° 6a 6 00" 3 6 0 " "" 33 66 7.00" ) (TooMMYP�. A ` a ° d rd p36.00" p ° °d d d0 ° d °6a a0 d ° 0 d c0 A ° d °3 °. d ° d or 4. 44 O0 Oo b w/4"ConcreteSlad ° ' 4, OO C5 6/6/10/10/ SNelded Wird Fabric d0CD °d00 d °_° d d a ° ° d °33d°66 c3 d °°,°• ° d 3 Aa °d d4°00 Ad O °.p0 d ° d ea0 °00 0 O °6 d ° d d FOR FRONT WALL A FobOOs R BACK WALL FRAMING SEE PAGE 6 0_ �° 36.0036.00"3.00"36.00'36.00;36.00"36.00"36.00"36.00"36.00 ; , �c .00 �A FRAMING SEE PAGE 6 T 480.00"(40'-0") FOUNDATION PLAN SCALE:I/8•= 1'-0" See Plan Slob 6/6/10/10 WWF 8' Thickened Edge Perimeter Fooling FOUNDATION SECTION A—A SCALE: NTS w/ I�14 Bar on top LEGEND ' 2" Post 1/2"0 ITW/Ramset Wedge Anchor o ITW/RAMSET REDHEAD WEDGE ANCHOR 1,50' Mi2"x2" Base Rail ■ 2"x3" RECT. TUBING 8" Thickened Edge Concrete Slob 111 2"x2" SOUARE TUBING ITW/RAMSET WEDGE ANCHOR DETAILOSCALEa NTS FOX © COPYRIGHT 20 0TONY STEEL BUILDING ENGINEERING INC . N UU : *STEEL BUILDING' FACTORY DIRECT METAL DRWN: NG 05/14/07 7OF 'J�,�ENGINEERINGSTEEL STORAGE SHED CHK: JCPOS1407FOUNDATION PLANAPPR: RA OS1407 v.o.eox ule• sw wrs ollrsro, a ysea (MS) see-eexT • FAX INS) 7U-0260$GALE: AS SHOWN JOB NO.: SBE -0731-07 REV: 0 FRONT WALL FRAMING SCALE: NTS BACK WALL FRAMING SCALE: NTS I_ 360.00" (30'-0') TYPICAL SIDE FRAME SCALE: NTS TONY FOX STEEL BUILDI ©CO GINEER NGZ INC. N .STEEL BUILDING FACTORY DIRECT METAL DRWN: NG 05/14—/ -0 -7 -') ENGINEERING STEEL STORAGE SHED CHK: JCP 05 14 07 INCouruFRONTIBACK WALL FRAMING & TYP. INT. FRAME APPR: RA OS 14 07 r.(W5) 546-• sw LUISAX WSP(US) u 93403 SCALE: NTS JOB NO.: SBE -0731-07 REV: 0 (eos� see-er:T • FAX (eos� Te:-o:eo Roo! Decking TYPICAL SIDE WALL FRAMING SCALE: 1/8" = 1'-0" O�GOTONY FOX STEEL BUILDINGENGIN ENGINEERING INC N.STEEL BUILDING. FACTORY DIRECT METAL DRWN: NG OS 14/197 DWG. N0. ENGINEERING STEEL STORAGE SHED CHK: JCP 05/14/07 TYPICAL SIDE WALL FRAMING APPR: RA 05 /14/07 07 OF: 10 ).(1105)5818.27 TUIS (805)0.2 95105 SCALE: 1 8" = 1'-0" JOB NO.: SBE -0731-07 REV: 0 (eos) sra-ern • ru (eos) re: -o:50 x w i o 0 I 9 WOD Decking 12 bays ® 36.00" o.c. & 1 bay ® 48.00" D.C. (Ref.) 480.00" (40'-0") TYPICAL SIDE WALL FRAMING SCALE: 1/8" = 1'-0" O�GOTONY FOX STEEL BUILDINGENGIN ENGINEERING INC N.STEEL BUILDING. FACTORY DIRECT METAL DRWN: NG OS 14/197 DWG. N0. ENGINEERING STEEL STORAGE SHED CHK: JCP 05/14/07 TYPICAL SIDE WALL FRAMING APPR: RA 05 /14/07 07 OF: 10 ).(1105)5818.27 TUIS (805)0.2 95105 SCALE: 1 8" = 1'-0" JOB NO.: SBE -0731-07 REV: 0 (eos) sra-ern • ru (eos) re: -o:50 R0f RR 3/ ".18 GA. BRACKET WITH MW. LD \ (2) P2 . 1' IEK SCREWS i0 EACH MEMBER. ONE BRACKET ON EACH SIDE OF CONNECTION. %1 VERTICAL TO RAFTER DETAIL �� SCALE: AS SHOWN 8-57 BRACKET, 2'.5-3/A', IB GA. \ ly WITH MIN. (3) 112 v 1' EN SCREWS i0 EACH MEMBER. ONE BRACKET ON EACH SIDE OF CONNECTION. TROA BRACKET TO SLOPE OF RAFTER. 2 .J BOOR POST DOOR HEADER DETAIL J SCALE: AS SHOWN. HEADER 6".1 3/4".18 GA. B-15 BRACKET WITH MIN, (2)•112 . I' TEK SCREWS TO IBER'ONE BRACKET 90E OF CONNECTION. HEADER 6".I OVERTICAL TO HEADER DETAIL SCALE: AS SHOWN B-57 BRACKET, 7.5-3/4*. 18 GA. WITH MIN. (3) 112 . 1 IEK SCREWS TO �PEAN EACH MEMBER. ONE BRACKET ON EACH 9DEOF CONNECTION. TRIM BRACKET TO SLOPE Of RAFTER. 2•.2• WEB MEMBER ®TRUSS DETAIL SCALE: 1" = 1'-0" B-57 BRACKET. 7'.5-3/a', 18 GA. WIN MW. (3) P2 . 1' TEK SCREWS TO EACH MEMBER. ONE BRACKET ON EACH SIDE OF CONNECTION. 18.00" TRIM BRACKET TO SLOPE OF RAFTER. 2"x3" Rafter e o e 0 c.,' o 0, 1 _�_ 0 0 0 r-21.31 c 0 o. 8-57 2"0" Vertical Unit 2•x2' TRUSS BRACE °O POST BOTTOM CHORD CONNECTION DETAIL SCALE: AS SHOWN ©CORNER BRACE DETAIL SCALE: I" = 1 '-0" FACTORY DIRECT METAL DRWN: NG 05 14 077OF . STEEL BUILDING* STEEL STORAGE SHED CHK: JCP 05 14 07 ENGINEERINGCONNECTION DETAILS APPR: RAOS 14 07 P.0.80) 3618 • SAK U/STO (805) 7 G1 260 SCALE: AS SHOWN JOB NO.: SBE -0731-07 REV: 0 (805) SK6-8111 • CIX (805) 781-0260 VIATICA 2' X 3' GAL%CMZED CORE post ;:. STEEL MEMBER CORE PEN MADE FROM STAIII III 1 -3/4 -X -3, -3/i X 2-3/1' FRAMLNG SCREWS 1-3/1'X 2-3/4-14 GA. II w. STEEL NBINc - STEEL Cpl wSERT 314" 8 BASEPLATE MADE FROM �� CORE PIN WELDED TO 2' X Y IA Gk i -i BASEPLATE II THE 2'X1' BASEPLAIE 'GALVENRED STEEL TUBING 3" OCOLUMN TO BASERAIL DETAIL SCALE: AS SHOWN 2' X 3' GALVENIZEO STEEL MEMBER 2' M 3' GA MENIZED STEEL RAFTER 1-3/1'X 2-3/1.14 GA. STEEL COIR w$RT r --z1 CORNER TO RAFTER DETAIL �,J SCALE: 3/4" = 1'-0" OCOLUMN TO CORNER DETAIL SCALE: 3/4" = 1'-0" 2' X Y GALVUOZED \2.80 STEEL PEAK 2' X Y GAERENIZEO STEEL RAPIER 1-3/4-X 2-3/4-14 w. STEEL. CORE INSERT %1 RAFTER TO PEAK DETAIL SCALE: 3/4" = 1'-0" 15.00" 15.00" "BK 40" DEAN rJ CORNER DETAIL SCALE: 3/4" = 1'-0" ©PEAK DETAIL SCALE: 3/4" = 1'-0" I-1/2' X I -L./2' 18 GA. NAT CHANNEL MAC ORT SPACED 33' aC. 111 x TEC $CREW uw, 1 EACH SIDE OF ORT Z' % J' GALVFNIZEp STEEL RAFTER OHAT CHANNEL TO RAFTER DETAIL SCALE: 1-1/2" = 1'-0" © COPYRIGHT 2007 TONY FOX 1 STEEL BUILDING ENGINEERING INC. STEEL BUILDING* FACTORY DIRECT METAL DRWN: NG 05114107 DWG. N0. :7 ENGINEERING STEEL STORAGE SHED CHK: JCP 05/14/07 CONNECTION DETAILS APPR: RA 05114107 OF: 10 P.(05) 3818. 27 LOIS INS) 7 CA 2603 SCALE: AS SHOWN JOB NO.: SBE -0731-07 REV: 0 (805) 516-8117 •FAX (805) 781-0160 1-mj� 012 x 1" SELF -DRILLING SCREW USED IN MOST JOINING APPLICATIONS 37 3/4" Overoll Width 36" Overoll Coverage 9.00 I .75" 01 3.13SIDE LA" 3.13" Hyl f---�� SIDE wr METAL DECKING PROFILE (ROOF) 28 GA. GRANDRIB 3 Ix = 0.01J0, Sr = 0.0105 fy = 80 ksi. 36.00" (COVERAGE) 0 METAL DECKING PROFILE (WALLS) 28 OA GRANDBEAM 8 Ix=0.015, Sx=0.0194 ry = 80 ksi. LL 2"x2" SQUARE TUBING 14 GD., Ix = 0.3482, Sx = 0.3481 Fy = 50 ksi. 2"x3" RECT. TUBING' 14 Go., Ix = 0.9101, Sx = 0.6067 Fy = 50 ksi. GAGE NO. SCHEDULE 11 METAL DECKING 26 Go. GRANDBEAM S WALLS 26 Go. GRANDRIB 3 ROOF F Fly = 80 ksi. 80 ksi. 2"x2" SQUARE TUBING 14 Go. Fy 50 ksi. 2"x3" RECT. TUBING 14 Go. Fy 50 ksi. GAGE NO. 10 11 12 14 15 16 18 20 22 24 26 29 30 DESIGN THICKNESS. INCHES 0.1345 0.1196 0.1046 0.0747 0.0673 0.0598 ' 0.0478 0.0359 0.0299 0.0239 0.0179 0.0135 0.0120 © COPYRIGHT 2007 TONY FOX 1 STEEL BUILDING ENGINEERING INC. 11U .STEEL BUILDING FACTORY DIRECT METAL DRWN: NG O5Z14/07"' DWG. N0. ENGINEERING STEEL STORAGE SHED CHK: JCP 05/14/07 MISC. INFORMATION APPR: RA 05/14/07 OF: O10 PA.= 05) sere • 27 FAXUn$ OSISIWO) 7 a 260 $GALE: AS SHOWN JOB NO.: SBE -0731-07 REV: 0 (eas) see-eaz • FAX (em) zez-ozeo s STRUCTURAL CALCULATIONS for a 30' x 40'x 14'-5" eave height STEEL STORAGE SHED (T Frame Spacing) (20 Pages) Factory Direct Metal PO Box 991-898 Redding, CA 96099 Owner Name: Tony Fox Project No. ADG-0731-07 May 14, 2007 THE ADAMES DESIGN GROUP 1600 WILSON STREET SAN LUIS OBISPO, CA 93401 (805) 801-2332 Prepared by: N . GODOI Checked by: R. ADAMES Engineer's Seal t THE ADAMES SUBJECT: STEEL STORAGE SHED Prepared by: N . GODOI PAGE DESIGN GROUP Project No. ADG-0731-07 Checked by: R. ADAMES 2 of 20 TABLE OF CONTENTS 1.0 Design Criteria 1.1 Design Codes and References 1.2 Design Loads 1.3 Design Materials and Stresses 2.0 General Notes 2.1 Concrete Specifications 2.2 Soil Specifications 2.3 Steel Specifications 3.0 Design Parameters 4.0 Structural System 5.0 Structure Loads 5.1 Vertical Loads 5.2 Lateral Loads 5.3 Load Combinations 6.0 Structural Analysis 6.1 Roof & Wall Sheathing Design 6.2 Check Anchor Bolts at Base Rail 6.3 Check Purlin 6.4 Check Roof Sub-Girts 6.5 Check 3x2 Column 6.6 Check Moment Resisting Elbow Connection 6.7 Column Footing 6.8 Check Truss 6.9 Anchorage to Resist Uplift 6.10 Allowable Loads for TEK Screws & Metal Sheathing 6.11 Check Metal Sheathing Acting as a Vertical Diaphragm 7.0 Structure Sketches Figure 7.1- Structure Plan Figure 7.2- Typical Frame Figure 7.3, Front Wall Framing Figure 7.4- Back Wall Framing Figure 7.5- Typical Side Framing I 3 3 3 4 5 5 7 8 8 9 10 11 12 13 13 14 15 16 17 18 19 19 20 20 20 I THE ADAMES SUBJECT: STEEL STORAGE SHED Prepared by: N . GODOI PAGE Ime I DESIGN GROUP I Project No. ADG-0731-07 Checked by: R. ADAMES 3 o 20 1.0 DESIGN CRITERIA: 1.1 DESIGN CODES & REFERENCES • 1997 Edition of the Uniform Building Code 2001 Edition of the California Building Code Steel Allowable Stress Design, Ninth Ed. (AISC) Concrete Reinforced Concrete Design Handbook (ACI) Ultimate Strength Design Handbook (ACI) 1.2 DESIGN LOADS Dead Load: Structure Weight Live Load: 0 psf Wind Load: 80 mph, Exp. C Snow Load: 20 psf Seismic Load: Use Group I, Category D 1.3 DESIGN MATERIALS & STRESSES Steel Tubing Manufactured per ASTM -A500 Carbon Steel 16-22 Gauge = cold rolled steel 16-7 Gauge — hot rolled steel Hot Dipped Galvanized ASTM A-123 and ASTM A-153 Bolts Anchor Bolts: ASTM A-36 or better Machine Bolts: ASTM A-307 or better Reinforcing Steel ASTM A -615-76A Grade 40: #4 bars and smaller Fy = 40,000 psi Grade 60: #5 bars and larger Fy = 60,000 psi Concrete Normal Weight F'c =2500 psi in 28 days Soil Foundations have been proportioned based on an allowable soil bearing value of 1000 psf (w/ 1/3 increased for seismic) in accordance with the 1997 UBC, and the 2000 IBC. THE ADAMES SUBJECT: STEEL STORAGE SHED Prepared by: N . GODOI PAGE DESIGN GROUP I Project No. ADG-0731-07 Checked by: R. ADAMES 4 of 20 2.0 GENERAL NOTES: 2.1 CONCRETE SPECIFICATIONS 1. All concrete shall be normal weight and attain a minimum compressive strength of 2500 psi in 28 days. All concrete edges, corners Slabs....................3" tl" chamfered 1/4" whether or not shown on the drat All other work......... 4" fl" 2. The maximum concrete slump shall be: 3. The minimum cement content shall be 5 '/2 sacks per cu yard and shall be a standard brand type II, low alkali, per ASTM C-150. 4. Any water reducing agents added shall be used to reduce the water/cement ratio. 5. Aggregate shall conform to ASTM C-33. Maximum aggregate size shall be 1" U.O.N. Use 1/4" aggregate for slabs on grade. 6. Anchor bolts to be full diameter, cut thread made from ASTM A-36 steel by an American manufacturer and installed per "Lateral Requirements" on the following pages. 7. Curing: Freshly deposited concrete shall be protected from premature drying and hot or cold temperatures, and shall be maintained with minimal moisture loss at a relatively constant temperature for the period of time necessary for the hydration of the cement (typically 7 days) 8. Special Inspection is NOT required for the footing concrete. 2.2 CONCRETE REINFORCING SPECIFICATIONS 1. All reinforcing steel shall be continuous. Splices in reinforcement shall NOT be made at or near points of maximum stress. Splices shall be lapped not less than 30 bar diameters and in no case less than 24". Reinforcing bars shall have minimum bend radius of 6 times the bar diameter. Bars shall not be heated to facilitate bending. Once bent, steel shall not be straightened. 2. Reinforcing bars to be deformed bars conforming to ASTM A -615-76A: #3 & #4..................Grade 40 #5 & larger...............Grade 60 3. All reinforcing steel, shall be accurately positioned and adequately tied, using proper chairs and bolsters. Nails in.wall or stem wall forms will not be acceptable. Supports and chairs placed against exposed surfaces shall be galvanized or provided with plastic feet. 4. Concrete cover over reinforcing is required as follows: 3" ............ where concrete is exposed to and cast against earth. 2 .............. where concrete is exposed to earth but cast against formwork. 1 '/2 ........... where not exposed to earth or weather. ImTHE ADAMES SUBJECT: STEEL STORAGE SHED Prepared by: N . GODOI PAGE e DESIGN GROUP I Project No. ADG-0731-07. Checked by: R. ADAMES 5 of 20 2.3 SOIL SPECIFICATIONS 1. Minimum required soil bearing (DL+LL) to be 1000 psf. 2. Expansive index = (assumed* /from report) *verification may be required by building official 3. It is recommended that on building sites exhibiting characteristics of instability, a soils investigation be performed (unless waived by the local building review agency). Any deviation from the design values shall be brought to the engineers' attention. . 4. All required fill and backfill shall be compacted to at least 90% of maximum density unless otherwise noted on a soils report. 2.4 STEEL SPECIFICATIONS 1. All structural steel plates, bar, angles and channels shall conform to ASTM A36 Standards. 2. All steel tube products shall be manufactured per ASTM -A500 Grade A-1008 and 1010 Carbon Steel Grade B-1010 thru 1022 Carbon Steel/ 15 gauge and heavier Grade C-1015 thru 1022 Carbon Steel/ 15 gauge and heavier 3. Carbon Steel used shall conform to the following: 16 gauge — 22 gauge (cold rolled steel) 16 gauge — 7 gauge (hot rolled steel) 4. Wall thickness: Cold rolled tubing (see table 9 of ASTM A-513) Hot rolled tubing,(see table 6 of ASTM A-513) 5. Bending Radius: (Minimum Workable) 2 'h to 3 times the outside diameter (round) 31/2 to 5 times the outside dimension (shapes) I 0 e THE ADAMES SUBJECT: STEEL STORAGE SHED Prepared by: N . GODOI PAGE DESIGN GROUP Project No. ADG-0731-07 Checked by: R. ADAMES hof 20 3.0 DESIGN PARAMETERS: Building Dimensions Width —-70 ft Roof Rise EA Length 40 ft Roof Run Eave Height 14.5 ft Frame Spacing 3 ft Header Length 10. ft r Post Number of Post in Transverse Direction 2 Number of Post in Longitudinal Direction 1, 14 (13 bays @ 36.00" o.c. & 1 bay @ 48.00" o.c.) Occupancy Category _Standard Occupancy Structures s ', Enclosure •,Partially. Enclosed Closest Distance to Seismic Source > 10 km Elbow Connection Brace Horizontal Length c , 18 in Brace Vertical Length 18 in Soil Type: J,,-,�`-7Very.S2ft R Foundation Type:Slab on Grade Anchor Type: "�Red•Head�Wedge Slab 4 in Pier Diameter: N/A in Concrete Density A 44 lbs/ft^3 Peir Depth: LThickness N/A , in Roof Sheathing (Vertical) Wall Sheathing (Horizontal) Roof Sheathing Gage: 126­Ga.j Wall Sheathing Gage:' Purlin Spacing X375 ft c.c. Truss type: Standard Web Truss s THE ADAMES SUBJECT:,STEEL STORAGE SHED Prepared by: N. GODOI PAGE DESIGN GROUP Project No. ADG-0731-07 Checked by: R. ADAMES 7 of 20 4.0 STRUCTURAL SYSTEM _ 4.1 ROOF SYSTEM — Steel decking over steel tube rafters. ' Diaphragm will be considered flexible for calculation purposes. - 4.2 WALL SYSTElI Longitudinal - 't FFrame BearingWa11'Systern°z . Transverse'- Ordinary Moment Resisting Frame 4.3 FLOOR SYSTEM — 4" concrete slab on grade 4.4 FOUNDATION SYSTEM— 8" thickened edges with ITWIRAMSET Redhead wedge anchors t 5.0 STRUCTURE LOADS 5.1 VERTICAL LOADS 5.1.1 Roof Loads Dead Loads (Estimated) Live Load 9- psf Decking:2 0 psf Snow Load psf � � p Framing 1 psf Misc.'1, ?': psf.: Total 5.0 psf i 5.1.2 Wall Loads ' Dead Load (Estimated) Live,Load0,,; psf Steel Siding over Tubing: psf , Total 5 psf 5.1.3 Floor Loads Dead Loads (Estimated) Live Load : 0.-° psf Concrete Slab: ,44'_- " psf Not applicable for floor type. Total 144 psf i 11 THE ADAMES SUBJECT: STEEL STORAGE SHED nESIGN GRnUP Project No. ADG-0731-07 5.2 LATERAL LOADS 5.2.1 Wind Loads Site Conditions Wind Speed:= mph Wind Pressure: 16.4 psf Exposure: Iw: 1 P = C,CggsI v Method 1 (Normal Force Method) Ce= 1.06 (Structure Less Than 20' Tall) Prepared by: N . GODOI Checked by: R. ADAMES CBC Table 16-F CBC Table 16-K UBC Sec. 1620 UBC Sec. 1621.2 CBC Table 16-G �"" CBC Table 16-H ";Systems Frame t . P , sf j.: ysrx Roof Leeward -1.2 (1.06)(4.2)(16.4)(1) -20.86 Roof Windward 0.9 (1.06)(0.9)(16.4)(1) 15.65 Roof Windward -1.2 (1.06)(-1.2)(16.4)(1) -20.86 Wall Leeward -0.5 (1.06)(45)(16.4)(1) -8.69 Wall Windward 0.8 (1.06)(0.8)(16.4)(1) 13.91 Pwall 14 psf Inward Proof -21 psf Outward 5.2.2 Seismic Loads PAGE 8 of 20 Total Design Base V = 3 Ca W - CBC Sec. 1630.2.3.2 R , Na= 1.0 CBC Table 16-S. Ca=0.40Na 0.4 R= CBC Table 16-N V= 0.27 W 5.3 LOAD COMBINATIONS Using Working Stress Design for Streel Structures (Reference CBC Section 1607.4.2) 1) DL +LL= 5 + 0= 5 psf 2) DL + W= 5+-21= -16 psf 3) DL + S = 5 + 20= 25 psf DL + S Governs 25 psf Note: Floor DL and LL is excluded due to Slab on Grade. ' � 1 w� 4- 0 CL rn CL N a) L w Cd 0 2 00 d U 0 • Q Z 4 4 b N D � � � 00 co e kn^ CL N a) L Cd E d U 4^ -Ell ` N D Q" X O M r. (r4 LU 7b gy., Ln k,+C� v � w r o Z C S3. O C's M4-4 X SL C) 14- II `nIX ^ M o O Ci N W -,Cd�n N bU 0 f� kn + N ca o w o Z N aq ^ A H (n U N vi u X_, N N M N �w� 1 V1 0-0 O N Q M 4-4 4-4 N M O N ~ Q N X fL C1. W m En �. O > a � •� N •� 4-4 �, +� � � � Vl � N Y)(oz N 'co � ZnNa Cdvl O �� in cid ��, �o�,r` N a 00 a waw m I N CdI O vi cd M O 0 1 c � CLo �o�yyn W p A CS -O II II °a z mo o . N r, Gn O = • b 111111111 n � Transverse Axis z 0 Q W a W F-5 Cd CISCd N D Q" X 0 O N 7b k,+C� v v b cz C S3. O C's �. Ci N O -,Cd�n bU 0 f� O sz, ca o ocn aq O o X N c' X_, N N �w� 1 V1 O N Q M e46) 4-4 N M O N ~ Q N X i!1 En �. O > � N" En bA 41 cn7+� `� Y)(oz N 'co � ZnNa Cdvl O �� in cid ��, �o�,r` N a a waw m I N CdI O vi cd M O 0 1 c � � a o �o�yyn THE ADAMES SUBJECT: STEEL STORAGE SHED Prepared by: N . GODOI PAGE DESIGN GROUP Project No. ADG-0731-07 Checked by: R. ADAMES 10 of 20 22 CHECK ANCHOR BOLTS AT BASE OF POSTS Total shear load transferred to base from roof diaphram along tranverse axis: R= 270 lbs; so, for one 1/2" dia. ITW/RAMSET RedHead Wedge Anchor embeded a min. 2 1/2" into 2000 psi concrete with 1 1/2" edge distance and 5' o.c. spacing, allowable shear is 1190 lbs. And concrete with 1 1/2" edge distance and 5' o.c. spacing, allowable shear is 1190 lbs. And allowable tension is 580 lbs without special inspection. Reference ICBO #ER -1372 Table 3. Thus, 270.375 lbs/ 1190 lbs= 0.23 say 1 bolt min. at each column for shear transfer. imTHE ADAMES SUBJECT: STEEL STORAGE SHED I Prepared by: N . GODOI d PAGE e DESIGN GROUP Project No. ADG-0731-07 Checked by: R. ADAMES 11 of 20 6.3 CHECK P URLINS w= 94 Of Moment Coefficient for Continuous Beam, Uniform Load, Equal Span, Equally Loaded Equally Loaded = 0.107 (seepage 2-312 Allowable Stress Design, 9th Edition- AISC) Try: MMAC,-! I•T Number of Sub -Girt Spans 4 K= 1.0 Bending w= 25 psf x 3.75 ft = 94 plf M= wl^2 x 0.107 = (94plf )(3 ft)^2 (0.107) _ fb= M/Sx = 1086.3 lb -in /0.116 in^3 = 9.4 Fb= 48 ksi 48 ksi > 9.37 ksi [Crass SectionaliP. o ert R Sx 0.116 in A 0.262 int Ix 0.084 in ry 0.567 in rx 0.567 in Ma 0.344 k -ft Fy 80 ksi 91 lb -ft = 1086 lb -in ksi Bending O.K. Shear V= 94 plf (3 ft)/2 = 141 lbs fv= 1.5V/A = 1.5(141 lbs)/ 0.262in^2 = 0.81 ksi Fv= 22 ksi 22 ksi > 0.81 ksi Shear O.K. Axial Axial load in sub -girt acting as drag sturt. From Sec. 6.1= 270.375 lbs fa= P/A =270.375 lbs / 0.262in^2 = 1.032 ksi Cc= 102.02 Kl/r =63.49 Cc > Kl/r Use Eqn E2-1 Fa= 23.72 ksi Combined fa/Fa-- 1.03 ksi/23.72 ksi = 0.044 <.15 Use Eqn. Hl -3 Fcomb= 0.239 < 1.0 Combined O.K. Deflection Aa= L/360= (3ft)(12 in/ft) / 360 = 0.1 in A= (0.0065)(wl^4)/EI = [(0.0065)(94plf)(3ft)^4(1728)]/[(29000)(0.084)] = 0.03494 in 0.1 in > 0.03 in Deflection O.K. USE: THE ADAMES SUBJECT: STEEL STORAGE SHED I Prepared by: N . GODOI I PAGE DESIGN GROUP I Project No. ADG-0731-07 I Checked by: R. ADAMES I 120f 20 6.4 CHECK ROOF SUB-GIRTS w= 94 Plf 141 lbs 3 ft 141 lbs 1� Try: ML2x2 K= 1.0 Bending w= 25 psf x 3.75 ft = 94 plf M=wl^2/8=(93.75plf)(3ft)^2/8= fb= M/Sx = 1265.6 lb -in /0.324 in^3 = Fb= 33 ksi 33 ksi > 3.9 ksi Shear V= 93.75 plf (3ft )/2 = 141 lbs fv= 1.5V/A = 1.5(140.625 lbs)/ 0.52 in^2 = Fv= 22 ksi 22 ksi > 0.41 ksi Gross Secton1Pro erties 0.324 in _SX A 0.520 int Ix 0.324 in' ry 0.789 in rx 0.789 1in 105.5 lb -ft = 1265.63 lb -in 3.9 ksi Bending O.K. 0.4 ksi Shear O.K. Axial Axial load in sub -girt acting as drag sturt. From Sec. 6.1= 270 lbs fa-- P/A =270.375 / 0.52in^2 = 0.203 ksi Cc= 102.02 Kl/r =45.6 Cc > Kl/r Use Eqn E2-1 Fa= 27.15 ksi Combined fa/Fa= 0.2 ksi / 27.15 ksi = 0.007 <.15 Use Eqn. H1-3 Fcombined= 0.126 < 1.0 Combined O.K. Deflection Da = L/360=(3ft)(12 in/ft)/360= 0.100 in A= (5w1^4)/(384 EI) = [5 (93.75plf)(3ft)^4(1728)]/[(384)(29000)(0.324)]= 0.018 in 0.1 in > 0.02 in Deflection O.K. USE: NTHE,ADAMES SUBJECT: STEEL STORAGE SHED DESGN GROUP Project No. ADG-0731-07 6.5 CHECK COLUMN K= 1.2 Try ,20 I:4= N Bending Prepared by: N . GODOI j PAGE Checked by: R. ADAMES 13of 20 ;Cross'Secd6n Pro .&ties " Sx 0.619 in A 0.725 int Ix 0.928 in4 ry 0.826 in rx -1.131 in 1125 lbs w= 14 psf x 3* ft= 42plf /.2 columns = 21.0 plf M= wl^2 /,,8 = (21 plf)( 14.5 ft)^2 / 8 = 551.906 lbs -ft fb= M/Sx'= 551.91b -in /0.619 in^3 = 10.71 ksi w= 21.0 plf 14.5 ft Fb= 33 ksi 33 ksi > 10.71 ksi Bending O.K. 10 Shear V 21plf (14.5 ft )/2 = 152.25 lbs fv= 1.5V/A = 1.5(152.25 lbs)/ 0.725 in^2 = 0.3 ksi Fv= 22 ksi 22 ksi > 0.32 ksi Shear O.K. 10 Axial P= (25 psf)(3 ft)(30 /ft/2) = 1125 lbs fa= P/A = 1125 lbs/ 0.725in^2 = 1.55 ksi 1125 Ibs . Cc= 102.02 Kl/r =252.78 Kl/r > Cc Use Eqn E2-2 Fa= 2.34 ksi Combined - fa/Fa= '0.664 >.15 Use Eqn. Hl -1 & H1'-2 Fcombined= 0.989 < 1.0 Combined O.K. USE: '. 2x3 14 Ga 6.6 CHECK MOMENT RESISTING ELBOW CONNECTION K= 0:65 ''" 18 in 1591 lbs MoinentijfEltioW _— Load Offset - •M Ibs-in DL+S (25)(3)(30/2)(18) 20250 lbs -in DL+LL (5)(3)(30/2)(18) 4050 lbs -in DL+W (14+5)(3)(14.5)(18) 14877 lbs -in r DL+S Governs 20250 18s -in 12 3 20250 lbs -ft 18 in 20250 lbs -ft 1591 lbs THE ADAMES . SUBJECT: STEEL STORAGE SHED I Prepared by: N . GODOI I PAGE DESIGN GROUP I Project No. ADG-0731-07 I Checked by: R. ADAMES 14 of 20 Try Bending M= 20250 lb -in = 1687.5 lb -ft fb= M / Sx = 1687.5 lb -in /2.15 in^3 = 9.42 - ksi Fb= 33 ksi 33 ksi > 9.42 ksi Bending O.K. Axial Z= (182+182)1/2= 25.5 in Z/Y=P/Fy 25.46 in/ 18 in. = P/ (25psf)(3ft)(15ft) P= 1591 lbs ft= P/A = 1591 lbs/ 0.95in^2 = 7.07 ksi Ft= 0.6Fy= 0.6(50,000psi) = 33.00 ksi Axial O.K. USE: Number of Screws 4 For One No. 12-14 metal screw allowable shear : 1620 lbs Shear in Screw due to moment=20250lb-in/(18in)(4screws) = 281.25 lbs/screw 281.25 > 1620 Screws Adequate 6.7 COLUMN FOOTING Slab on Grade Volume of Slab: (3ft)(15ft)(4in/12in/ft) = 15.00 ft^3 Dead Load of Concrete: (144 pcf)(15 ft^3)= 2160 lbs 560.6 < 2160 Anchorage Force Provided by slab is Adequate to Resist Uplift 24 14 Ga i i i 2.6 3 in. i i i 9.08 in. ! 1 x1 !16 Ga Section Prro ft!` s� Centroid 9.08 in Ix 19.53 in Sx 2.15 in' A 0.950 int IMTHE ADAMES SUBJECT: STEEL STORAGE SHED Pr6pared by: N. GODOI PAGE 11 DESIGN GROUP I Project No. ADG-0731-07 Checked by: R. ADAMES 15of 20 6.8 CHECK TRUSS STANDARD WEB TRUSS ANALYSIS 562. lbs " lG 8.5 ft 10.Oft 4.Oft 4.5 ft P1=( 3ft)( 25psf)( 0.25 x 30ft)= 562.5 lbs 3.375 B a= ATAN(H/0.5L)'= ATAN( 3.375/((0.5)(27 ft)= 14.04 degrees 0= ATAN(H/(1/3)L) = ATAN( 3.375/((1/6)(30 ft)= 34:02 degrees y= ATAN(h/(1 /6)L) = ATAN( 1.1 /4 ft)= 15.71 degrees Sum of the moments about point A (P 1)(1 /6L)+(P2)(1 /2L)+(P 1)(5/6L) - By(L) = 0 By= 843.75 lbs Sum of the forces in the Y (-)Ay - P1 - P2 - P 1+ By = 0 Ay = 843.75 lbs Analyze Joint A Find Diagonal Component at Joint A AE = (843.75lbs)/SIN(14.04) = 3478.87 lbs (Compression) AC= COS(14.04) (3478.87 lbs) _ • 3375 lbs (Tension)' Analyze Joint E Sum of the forces in the Y -direction 0 = - lbs + SIN(14.04)(3478.9) - EG SIN(14.04) + EC SIN(15.71) EG = 3478.9 + 1.116 EC Sum of the forces in the X -direction 0 = 3478.9 COS(14.04) -BG COS(14.04) - EC COS(15.71) 0 = 3374.9 - (3478.9 + 1.116 EC) COS(14.04) - EC COS(15.71) EC = 0 lbs (Tension) EG = 3478.87 lbs (Compression) Analyze Joint C Sum of the forces in the Y -direction 0=-SIN(15.71)(0) + SIN(34.02) CG CG = 0.0 lbs (Tension) Sum of the forces in the X -direction 0 = COS(34.02)(0) + CD - 3375+ COS(15.71)(0) CD= 3375.0 lbs (Tension) THE ADAMES SUBJECT: STEEL STORAGE SHED Prepared by: N. GODOI PAGE " DESIGN GROUP 15of 20 Project No. ADG-0731-07 Checked by: R. ADAMES WMb6, Meifiber Size `Fza (k,§i)-, f df -S,6reWs!, AE 2x3 14 Ga O.K. 4.80 32.5 24.8 0.15 4 EG 20 14 Ga O.K. 4.80 32.0 24.8 0.15 4 CG '2k 2,14. Ga' O.K. 0.00 32.4 24.8 0.00 0 E 2x2 14 Ga O.K. 0.00 32.6 24.8 0.00 0 CD ;�--R,2,14 Ga O.K. 5.87 31.9 24.8 0.24 3 AC 2x2 14 Ga O.K. 5.87 32.1 24.8 0.24 3 N46mber 2- (in-)- ri(in) -U �,( AE 0.725 0.826 4.64 5.62 3479 Q EG 0.725 0.826 9.28 11.23 3479 C CG 0.57528 0.78659 6.03 7.67 0 (T) E .57528 0.78659 4.16, 5.28 0 (C) CD 0.57528 0.78659 . 101 12.711 33751( T ) AC 0.57528 0.78659 8.51 10.811 33751(T)-� MCdig I e-rs-Ailiq--u�te-,!U7e-titfs� members fr-6"m,"c-h"FFr 1�THE ADAMES SUBJECT: STEEL STORAGE SHED Prepared by: N. GODOI I PAGE 1 DESIGN GROUP I Project No. ADG-0731-07 I Checked by: R. ADAMES 1160f 20 6.9 ANCHORAGE TO RESIST MAXIMUM UPLIFT Overturning Force on Structure due to inward wind pressure (per frame basis) 14 psf x 3 ft spacing x 14.5 ft eave return = 609.0 lbs per frame Overturning Moment (M1 ot) = 609 lbs x 14.5 ft = 8830.5 lbs -ft Force Couple at base of structure resisting Overturning Moment (M1 ot) Tl = Cl = Mot/ Span = 8830.5 lbs -ft / 30ft = 294.4 lbs (uplift) Uplift Forsce on Structure due to outward wind pressure (per frame basis) 21 psf x 3 ft spacing x 15 ft = 945 lbs per frame Overturning Moment (M2 ot) 945 lbs x 22.5ft = 21263 lbs ft Force Couple at base of structure resisting Overturning Moment (M2 ot) Tl— C 1 = Mot/ Span = 21262.5 lbs -ft / 30ft = 708.75 lbs (uplift) Dead Load of structure resisting uplift: (5 psf)( 14.5ft + 30ft + 14.5ft)(3 ft)/2 = 442.5 lbs per column Net Uplift at base of frame: 442.5 lbs - 294.4 lbs - 708.75 lbs = -560.6 lbs Anchor Type: Red Head Wedge For one Red Head Wedge Anchor embeded into 2000 psi concrete following manufacturer's recommendations, allowable shear is 1190 lbs. Allowable tension is 1164 lbs. 560.6 < 1164 Red Head Wedge Anchor Adequate Use Red Head Wedge Anchor embeded min 2.25in into 2,000 psi concrete following manufacturer's recommendations to resist uplift. THE ADAMES SUBJECT: STEEL STORAGE SHED Prepared by: N . GODOI PAGE Imes DESIGN GROUP 1 Project. No. ADG-0731-07 I Checked by: R. ADAMES 17of 20 6.10 ALLOWABLE LOADS FOR TEK SCREWS AND METAL SHEATHING Screw Type #12-14 Self -drilling d K0722-1-61 in dw = 0.375 in Per manufacturer's Specification Sheet Pts = 2778 lbs (screw tension strength based on tests) Pss = 2000 lbs (screw shear strength based on tests) Minimum edge distance is 0.75 in ' Top Material Ultimate Strength Fu1 60000 psi Base Material Ultimate Strength Fu2 50000 psi Allowable Shear and Tension values for TEK screws based on 2002 AISI Manual Shear Design Strength Connection shear limited by tilting and bearing (Section E4.3.1) t1 W070131 Top Material Q 0.075 Base Material t2/t1 5.7692 For t2/t1 < 1.0, Pns is the smaller of For t2/t1 > 2.5, Pns is the smaller of Pns = 4.2*023d)1n*Fi2 = 2406 lbs Pns = 2.7*t1 *d*Ful = 455 lbs Governs Pns = 2.7*t1*d*Fu, = 379 lbs Governs Pns = 2.7*t2*d*Fu2 = 2187 lbs Pns = 2.7*t2*d*Fu2 = 2187 lbs Pns/0 = 152 lbs 0= 3 Pns/S2 = 126 lbs ALLOWABLE Connection strength limited by end distance (Appendix E4.3.2) Pns = t*e*Fu = 585 lbs Pns/0 = 195 lbs Shear in screw (Section E4.3.3) Pns = 0.8Pss = 1600 lbs Pns/0 = 533 lbs Tension Design Strength Pull-out (Section E4.4.1) Pnot = 0.85*tc*d*Fu2 = 689 lbs Pull -over (Section E4.4.2) Pnov = 1.5*t1*dw*Fu, = 439 lbs Pull -over Governs Pn/S2 = 146 lbs ALLOWABLE Tension in screw Pnt = 0.813ts = 2222 lbs PnUO = 741 lbs THE ADAMES SUBJECT: STEEL STORAGE SHED Prepared by: N. GODOI PAGE DESIGN GROUP Project No. ADG-0731-07 Checked by: R. ADAMES 18 of 20 6.11 CHECK METAL SHEATHING ACTING AS VERTICAL DIAPHRAM Load acting on Panels at Longitudinal Walls: Load Acting on Panels at Side Walls : 14 post x 150.9 lbs/post = 2113.1 lbs Force per Screw: INJIM lbs 2113.125 lbs /126 lbs per screw = 16.8 screws required to resist shear load 16.8 screws / 14 post = 1.2 screws per post Number of Screws per post: 10 14.5 ft x 12 in/ft= 174 in / 10 screws = 17.4 in spacing required Specify 17.4 inches center -to -center spacing for screws at primary supporting elements . For Fabral 26 Ga. Mighti-Rib PBR panel, with span length of 4 ft and 7 spans: Shear Strength of Metal Sheating V= ME 1..90,3 plf Minimum Length of Panel Required: 2113.125 lbs /190.3 ft = 11.10 ft Length of Side Wall Provided is - 40 ft W„75 I I is Adegua_t_e Check Panel Overturning: 2113.125 lbs x 14.5 ft = 30640.3 lb -ft Uplift = 2113.125 ft -lbs / 40 ft =, 766.0 lbs Load acting on Panels at Transverse Walls: Total Shear in Transverse Direction : 270.375 lbs/post x 2 x 14 post = 7570.5 lbs Length of wall required to resist shear: 7570.5 lbs/ (2 x 190.3 plf) = 19.9 ft Length of Wall Provided at Front & Back: 30 ft Wall I isAdequate Check Panel Overturning: 3785.25 lbs x 14.5 ft = 54886.1 lb -ft Uplift = 54886.125 ft -lbs / 30 ft = 1829.5 lbs Use (2) RedHead Wedge Anchor at Each End of Shear Panel. Allowable Tension is 1164. 2 THE ADAMES SUBJECT: STEEL STORAGE SHED Prepared by: N . GODOI PAGE DESIGN GROUP Project No. ADG-0731-07 Checked by: R. ADAMES 19 of 20 7.0 STRUCTURE SKETCHES e ^URR I I STRUCTURE PLAN 360.00" (30'-0") 7.2 TYPICAL INTERMEDIATE FRAME � i�l u ii1i il.... i. iii �u ii rr� ....... I STRUCTURE PLAN 360.00" (30'-0") 7.2 TYPICAL INTERMEDIATE FRAME THE ADAMES SUBJECT: STEEL STORAGE SHED Prepared by: N . GODOI PAGE DESIGN GROUP Project No. ADG-0731-07 Checked by: R. ADAMES 20 of 20 J 7.3 FRONT OF ELEVATION/FRAMING 7.4 BACK ELEVATION/FRAMING 7.5 TYPICAL SIDE ELEVATION/FRAMING Page 3 of 7 ER -1372 TABLE 2 -RECOMMENDED SPACING AND EDGE DISTANCE REQUIREMENTS FOR ITW RAMSET/RED HEAD SELF -DRILLING ANCHORI For SI: l inch = 25.4 mm. ILinear interpolation may be used for intermediate spacing and edge distances. TABLE 3-ITW RAMSET/RED HEAD TRUBOLT WEDGE ANCHOR ALLOWABLE SHEAR AND TENSION VALUES (pounds)1.2,4,5,6 f', - 2,000 psi f', = 4,000 psi DESCRIPTION Tension Min. Allowable Min. Allowable Spacing ANCHOR INSTALLATION Edge Distance Required Edge Distance Spacing Between Anchors BOLT ANCHOR MIN. EMBEDMENT to Obtain Max. (inches Load Factor �pplled Required to Obtain Max. (inches)) Load Factor Applied DIAMETER DIAMETER DEPTH Working Load = 0.85 for Tension Working Load = 0.95 for Tension Inch Inch (Inches) (Inches) - 0.75 for Shear (Inches) = 0.70 for Shear 1/4 7/16 13/32 115/16 1 37/8 115/16 3/8 9/16 17/32 211/16 13/8 53/8 211/16 1/2 11/16 21/32 39/16 113/16 71/8 39/16 5/8 27/32 215/32 43/8 23/16 811/16 43/8 3/4 1 31/4 511/16 27/8 113/8 511/16 For SI: l inch = 25.4 mm. ILinear interpolation may be used for intermediate spacing and edge distances. TABLE 3-ITW RAMSET/RED HEAD TRUBOLT WEDGE ANCHOR ALLOWABLE SHEAR AND TENSION VALUES (pounds)1.2,4,5,6 For SI: I inch = 25.4 mm, 1 psi = 6.89 kPa, 1 Ibf • ft = 1.355 818 N • m, I Ibf = 4.45 N. IThe tabulated shear and tensile values are for anchors installed in stone -aggregate concrete having the designated ultimate compressive strength at the time of installation. 2The holes are drilled with bits complying with ANSI B212.15-1994. The bit diameter equals the anchor diameter. 3These tension values are applicable only when the anchors are installed with special inspection as set forth in Section 2.5. 4The minimum concrete thickness is 11/2 times the embedment depth, or the embedment depth plus three times the anchor diameter, whichever is greater. 5Allowable static loads may be increased one-third for earthquake or wind resistance in accordance with Section 1612.3.3 of the code. No further increase is allowed. 6The anchors are illustrated as follows: f', - 2,000 psi f', = 4,000 psi f'c = 6,000 psi Tension Tension Tension ANCHOR INSTALLATION EMBEDMENT With Without With Without With Without DIAMETER TORQUE DEPTH Special Special Special Special Special Special (inches) (Ibf•ft) (inches) Insption3 Inspection Shear Inspection Inspection Shear Inspection Inspection Shear 1/4 8 11/8 295 150 350 445 225 350 475 240 350 115/16 525 265 420 825 410 420 825 410 420 21/8 565 280 825 410 825 410 3/8 25 11/2 420 210 580 560 280 655 710 355 790 3 870 435 1,000 1,485 740 1,035 1,530 765 1,125 4 1,200 600 1,485 740 1,530 765 1/2 55 21/4 1,165 580 1,190 1,275 640 1,190 1,760 880 1,760 41/s 1,165 580 1,810 2,410 1,205 1,810 2,705 1,355 2,040 6 1,335 665 2,410 1,205 2,705 1,355 5/8 90 23/4 1,645 820 1,780 1,795 900 1,780 2,430 1,215 2,405 51/8 1,645 820 2,400 3,730 1,865 2,975 4,095 2,045 3,130 71/2 1,765 880 3,755 1,880 4,095 2,045 3/4 175 31/4 1,780 890 2,530 2,710 1,355 3,430 3,325 1,665 3,995 65/8 2,745 1,375 5,080 4,425 2,210 5,935 5,065 2,530 5,935 10 2,745 1,375 4,470 2,235 5,895 2,950 7/8 250 33/4 2,380 1,190 3,290 3,685 1,840 4,145 4,355 2,180 4,790 61/4 3,665 1,835 5,220 5,235 2,620 7,200 6,090 3,045 7,200 8 3,665 1,835 5,580 2,790 6,090 3,045 1 300 41/2 3,485 1,745 4,020 5,045 2,520 5,705 5,295 2,650 6,120 73/8 3,650 1,825 7,170 5,995 3,000 9,485 8,315 4,160 9,520 91/2 4,675 2,340 6,635 3,315 8,315 4,160 lI/4 500 51/2 4,535 2,270 5,820 6,595 3,300 7,365 8,410 4,205 8,445 8 6,835 3,413 8,770 10,825 5,410 11,065 11,385 5,695 12,640 10 9,035 4,515 11,385 5,695 14,075 7,040 For SI: I inch = 25.4 mm, 1 psi = 6.89 kPa, 1 Ibf • ft = 1.355 818 N • m, I Ibf = 4.45 N. IThe tabulated shear and tensile values are for anchors installed in stone -aggregate concrete having the designated ultimate compressive strength at the time of installation. 2The holes are drilled with bits complying with ANSI B212.15-1994. The bit diameter equals the anchor diameter. 3These tension values are applicable only when the anchors are installed with special inspection as set forth in Section 2.5. 4The minimum concrete thickness is 11/2 times the embedment depth, or the embedment depth plus three times the anchor diameter, whichever is greater. 5Allowable static loads may be increased one-third for earthquake or wind resistance in accordance with Section 1612.3.3 of the code. No further increase is allowed. 6The anchors are illustrated as follows: Page 4 of 7 TABLE 4—RECOMMENDED SPACING AND EDGE DISTANCE REQUIREMENTS FOR TENSION LOADS FOR ITW RAMSET/RED HEAD TRUBOLT WEDGE ANCHORSL ER -1372 For SI: 1 inch = 25.4 mm. ILinear interpolation may be used for intermediate spacing and edge distances. 2Spacings and edge distances shall be divided by 0.75 when anchors arF placed in structural lightweight concrete in accordance with Table 10. TABLE 5—RECOMMENDED SPACING AND EDGE DISTANCE REQUIREMENTS FOR SHEAR LOADS FOR ITW RAMSEVRED HEAD TRUBOLT WEDGE ANCHORSI DESCRIPTION DESCRIPTION Edge Distance Min. Allowable Edge - Min. Allowable Spacing Between ANCHOR EMBEDMENT Required to Obtain Max. Distance (Inches) Sppacing Required to Ohtaln Max. Working Anchors (Inches) DIAMETER DEPTH Working Load Load Factor Load Load Factor Inches Inches (Inches) Applied = 0.65 (Inches) Applied - 0.70 1/4 11/8 2 1 315/16 2 Required to 115/16 115/16 1 37/8 - 115/16 (inches) 21/8 15/g 13/16 33/16 15/8 3/8 11/2 25/8 15/16 51/4 25/8 2 3 3 11/2 6 3 115/16 4 3 11/2 6 3 1/2 21/4 315/16 2 77/8 315/16 25/8 41/8 31/8 19/16 63/ 16 31/8 6 6 41/2 21/4 9 41/2 5/8 23/4 413/16 27/16 95/8 413/16 31/8 - 51/8 37/8 115/16 711/16 37/R 413/16 71/2 55/8 213/16 111/4 55/8 3/4 31/4 511/16 27/8 113/8 511/16 3/4 65/8 5 21/2 915/16 5 511/16 10 71/2 33/4 15 71/2 7/8 33/4 69/16 35/16 131/8 69/16 N/A 61/4 61/4 31/8 121/2 61/4 61/4 8 6 3 12 6 1 41/2 77/8 315/16 1 53 /4 77/8 73/8 73/8 73/8 311/16 143/4 73/8 11/4 91/2 71/8 39/16 141/4 71/8 11/4 51/2 95/8 413/16 .191/4 95/8 16 8 8 4 16 8 10 71/2 33/4 15 71/2 For SI: 1 inch = 25.4 mm. ILinear interpolation may be used for intermediate spacing and edge distances. 2Spacings and edge distances shall be divided by 0.75 when anchors arF placed in structural lightweight concrete in accordance with Table 10. TABLE 5—RECOMMENDED SPACING AND EDGE DISTANCE REQUIREMENTS FOR SHEAR LOADS FOR ITW RAMSEVRED HEAD TRUBOLT WEDGE ANCHORSI For SI: 1 inch = 25.4 mm. N/A = Not applicable. ILinear interpolation may be used for intermediate spacing and edge distances. 2Spacings and edge distances shall be divided by 0.75 when anchors are placed in structural lightweight concrete in accordance with Table 10. DESCRIPTION (E) (EL) (E2) Edge DDistance Required Min. Edge Mi..Edge Min. Allowable to Obtain Max. Distance at Which the Load Factor Distance at Which the Load Factor Spacing Spacing • Between Working Load Applied - 0.60 Applied - 0.20 Required to Anchors ANCHOR EMBEDMENT (inches) (inches) (inches) Obtain Max. (Inches) DIAMETER Inches DEPTH (inches) (See Figure 2) (See Figure 2) (See Figure 2) Working Load (inches) Load Factor Applied - 0.40 1/4 11/8 2 15/16 N/A 315/16 2 115/16 115/16 1 N/A 37/8 115/16 3/8 11/2 25/8 13/4 N/A 51/4 25/8 3 33/4 3 11/2 6 3 1/2 21/4 315/16 29/16 N/A 77/8 315/16 41/8 53/16 31/8 19/16 63/16 31/8 5/s 23/4 _ 413/16 31/1 N/A 95/8 413/16 51/8 67/16 37/8 115/16 711/16 37/g 3/4 31/4 511/16 33/4 N/A 113/8 511/16 65/8 85/16 5 21/2 915/16 5 7/8 33/4 69/16 45/16 N/A 131/8 69/16 61/4 81/2 61/4 31/8 121/2 61/4 1 41/2 77/8 51/8 N/A 1 53 /4 77/8 73/8 101/16 73/8 311/16 143/4 73/8 11/4 51/2 95/8 61/4 N/A 191/4 95/8 8 117/16 8 4 16 8 For SI: 1 inch = 25.4 mm. N/A = Not applicable. ILinear interpolation may be used for intermediate spacing and edge distances. 2Spacings and edge distances shall be divided by 0.75 when anchors are placed in structural lightweight concrete in accordance with Table 10. r, Page 4 of 13 TABLE 2—ALLOWABLE REACTIONS BASED ON WEB CRIPPLING panel name panel thickness minimum bearing length allowable load per foot of panel coverage at reaction (kips/ft.) end interior Hefti-Rib 26 ga. 2- 0.115 0.400 24 ga. 0.147 0.469 22 ga. 0.230 0.800 20 ga. 0.389 1.196 18 ga. 0.765 2.115 Mighti-Rib PBR 26 ga. 2- 0.085 0.298 24 ga 0.108 0.345 22 ga. 0.168 0.585 V -Beam 26 ga. 2- 0.157 0.547 24 ga. 0.202 0.643 22 ga. 0.316 1.101 20 ga. 0.537 1.648 18 ga. 1.056 1 2.919 rue ar i n. = okw.a mm; -i in. = zo.4 mm; 7 KIP = 4.440 KN Tabulated values are in accordance with web crippling requirements of the Specification of Design of Cold -formed Steel Structural Members, 1986 (with December 1989 Addendum), published by AISI, and referenced in Division VII, Chapter 22, of the Uniform Building Code for locations of a concentrated load, or for a reaction acting either on the top or bottom flange when the clear distance between the bearing edges of the concentrated load and adjacent, opposite concentrated loads or reactions is greater than 1.5 times the deck depth. TABLE 3—GRAVITY AND WIND LOADS Hefti-Rih nanel gravity anri winri iiniif? In=ri tohlo /Inoric orn in nef% ER -5468 panel panel span thk. and yield no. of 4, 5' 6' 7 8' 9' 10' spans gravity wind gravity wind gravity wind gravity wind gravity wind gravity wind gravity wind strep th 26 85 82 43 42 25 24 16 15 11 10 7 7 5 5 ga1 80 ksl 2 94 142 60 91 42 58 31 37 23 25 18 17 13 13 3 117 155 75 79 47 46 30 29 20 19 14 14 10 10 24 1 117 129 65 66 37 38 24 24 16 16 11 11 8 8 ga., 40 ksi 2 110 156 70 100 49 69 36 51 28 39 22 27 18 20 3 137 195 88 125 61 72 45 46 30 31 21 21 15 16 22 1 168 177 91 91 53 53 33 33 22 22 16 16 11 11 ga. 4 40 si ksl 2. 154 223 99 143 69 99 50 73 39 53 30 45 25 27 3 193 279 124 172 86 99 63 63 42 42 29 35 21 21 20 1 -2220 229 237 123 121 71 70 45 44 30 30 21 21 15 15 ga., 40 ksi 305 141 195 98 136 72 100 55 71 .43 50 35 36 3 193 381 176 229 122 133 85 84 57 56 40 39 29 29 18 1 310 332 172 170 100 98 63 62 42 42 30 29 22 ge, ksl2 300 413 192 264 133 183 98 135 75 100 59 70 483375 jd40 516 240 322 167 186 119 117 80 79 56 55 41 , ra, - i . o r a. 1. Lower of allowable stress or U180 deflection is tabulated. 2. Wind uplift loads have been increased by A. Page 5 of 13 TABLE 3—GRAVITY AND WIND LOADS—(Continued) Mighti-Rib PBR panel gravity and wind uplift load table (loads are in psf) ER -5468 panel thk. and yield strength panel span panel span no. of 4 5' 6' 7' 8' 9' 10' ity spans gravwind gravity wind gravity wind gravity wind gravity wind gravity — wind gravity wind thk. and4,. yield 1 45 56 23 29 13 17 – – – – – – – – 26 ga., 80 ksi 2 83 68 53 44 32 30 20 22 14 17 – 12 – – wind 3 85 85 44 54 25 32 16 20 – 13 – – – – 16 1 50 75 32 39 19 22 12 14 – – – – – – 24 ga., 40 ksi 2 70 67 45 43 31 30 23 22 18 17 14 13 – – 72 3 88 83 56 53 36 37 23 27 15 18 – – 13 –L0 101 1 77 100 49 51 28 30 18 19 12 13 – – –– – 22 , 40 ksi 2 91 102 58 65 40 45 30 33 23 25 18 20 15 15 3 114 127 73 1 81 51 56 34 35 23 24 16 17 12 12 For SI: 1 ft. = 304.8 mm; 1 ksi = 6.89 MPa; 1 psf = 47.9 Pa. 1. Lower of allowable stress or U180 deflection is tabulated. 2. Wind uplift loads have been increased by 'A. V -Beam panel gravity and wind uDlift load table (loads are in osf) panel panel span thk. and4,. yield no. of 5' 6' 7' 8' 9' 10' spans gravity wind gravity wind gravity wind gravity wind gravity wind gravityl wind gravityl wind strength 1 130 126 67 64 38 37 24 23 16 16 11 11 8 8 26 ga., 80 ksi 2 130 197 83 126 58 88 43 57 33 38 26 27 20 19 3 163 238 104 122 72 71 46 44 31 30 22 21 16 15 1 165 201 101 103 59 59 37 37 25 25 17 18 13 13 24 ga., 40 ksi 2 159 219 102 140 71 97 52 71 40 55 31 42 25 31 3 199 274 127 175 88 113 65 71 47 47 33 33 24 24 1 213 266 134 136 77 79 49 50 33 33 23 23 17 17 Y2 40 ksi' 2 213 284 137 182 95 126 70 93 53 71 42 56 34 41 3 267 355 171 227 119 149 87 94 62 63 43 44 32 32 1 258 322 165 165 96 96 60 60 40 40 28 28 21 21 20 ga., 40 ksi 2 258 343 165 220 115 153 84 112 65 86 51' 68 41 50 3 323 429 206 275 143 181 105 114 76 76 54 54 39 39 1 338 420 215 215 124 124 78 78 52 52 52 37 27 -27 4 0 ksi ga., 4 2 338 449 216 287 150 200 110 147 84 112 84 89 54 65 3 422 561 270 359 187 235 138 148 99 99 99 111 51 51 For 51: 1 ft. = 304.8 mm; 1 ksi = 6.89 MPa; 1 psf = 47.9 Pa. 1. Lower of allowable stress or U180 deflection is tabulated. 2. Wind loads have been increased by 1h. • Page 7 of 13 TABLE 4 -DIAPHRAGM DESIGN VALUES -{Continued) MIGHTI-RIB' PBR PANEL ALLOWABLE DIAPHRAGM SHEAR STRENGTH AND STIFFNESS (G') VALUES 2 SCREWS PER PANEL VALLEY FOR ALL SUPPORTS span (ft.) no. of spans 26 ga. (80 ksi) strength stiffness (kips/ft.) (kipstin.) 24 ga. (40 ksi) strength stiffness (kips/ft.) (kips/in.) 22 ga. (40 ksi) strength stiffness (kips/ft.) (kips/in.) 4 1 0.2880 36.279 0.2786 54.406 0.3753 81.265 2 0.2498 51.104 0.2089 70.743 0.2680 97.539 3 0.2220 61.057 0.1857 80.349 0.2382 105.966 4 0.2082 67.579. 0.1741 86.102 0.2233 1 110.615 5 0.1998 71.997 0.1671 89.769 0.2144 113.418 6 0.1943 74.934 0.1625 92.093 0.2084 115.109 7 0.1903 77.028 0.1592 93.694 0.2042 116.232 5 1 0.2446 40.551 0.2228 58.997 0.2858 85.380 2 0.1998 54.284 0.1671 72.999 0.2144 98.130 3 0.1776 62.785 0.1486 80.645 0.1905 104.360 4 0.1665 68.061 0.1393 85.019 0.1786 107.672 5 0.1599 71.508 0.1337 87.726 0.1715 109.620 6 0.1554 73.741 0.1300 89.402 0.1667 110.765 7 1.0.1523 75.304 0.1273 90.539 0.1633 111.513 6 1 0.2156 43.823 0.1857 62.178 0.2382 87.803 2 0.1665 56.378 0.1393 74.176 0.1786 97.940 3 0.1480 63.692 0.1238 80.404 0.1588 102.723 4 0.1388 68.060 0.1161 83.857 0.1489 105.205' 5 0.1332 70.845 0.1114 85.952 0.1429 106.639 6 0.1295 72.616 0.1083 87.228 0.1389 107.466 7 0.1269 73.841 0.1061 88.084 0.1361 107.498 7 1 0.1903 46.372 0.1592 64.436 0.2042 89.248 2 0.1427 57.808 0.1194 74.784 0.1531 97.445 3 0.1269 64.170 0.1061 79.966 0.1361 101.235 4 0.1189 67.864 0.0995 82.777 0.1276 j 103.168 5 0.1142 70.177 0.0955 84.459 0.1225 104.271 6 0.1110 71.629 0.0929 85.470 0.1191 104.896 7 0.1088 72.624 0.0910 86.143 0.1167 105.294 8 1 0.1665 48.391 0.1393 66.074 0.1786 90.109 2 0.1249 58.816 0.1045 75.077 0.1340 96.846 3 0.1110 64.412 0.0929 79.471 0.1191 99.927 4 0.1041 67.592 0.0870 81.816 0.1116 101.479 5 0.0999 69.557 0.0836 83.205 0.1072 102.357 6 0.0971 70.779 0.0812 84.032 0.1042 102.846 9 1 0.1480 50.014 0.1238 67.286 0.1588 90.610 2 0.1110 59.546 0.0929 75.190 0.1191 96.229 3 0.0987 64.520 0.0825 78.977 0.1059 98.788 4 0.0925 67.300 0.0774 80.973 0.0992 100.066 5 0.0888 69.000 0.0743 82.146 0.0953 100.782 10 1 0.1332 51.338 0.1114 68.198 0.1429 90.884 2 0.0999 60.087 0.0836 75.199 0.1072 95.634 3 0.0888 64.549 0.0743 78.507 0.0953 97.797 4 0.0833 67.010 0.0696 80.236 0.0893 1 98.870 5 0.0799 68.503 0.0669 81.244 0.0857 1 99.467 I -or JI: 1 in. = L5.4 mm; 1 ft. = 304.8 mm; 1 Ib./ft. = 14.59 N/m; 1 kiptin. = 175 kN/m; 1 ksi = 6.89 MPa NOTES: 1. Stitch screws are #10x 1", 18" o.c. 2. All sheet -to -support screws are #12 x 1". 3. Above values were determined in accordance with Steel Deck Institute Diaphragm Design Manual with a 2.5 safety factor. 4. For wind loads only, the above design strength values can be multiplied by 1.064 for a 2.35 safety factor. 5. No edge attachments were figured at the extreme edges of the diaphragm. ER -5468 Let TFC help you specifj( tenerl 4, Fastener Terminology Determining tr120 Drill Point Type & Throngs Faste:�e_L,lcPgt!i DOMC461 Per hKh- Length POW Type Head styw Add up total thickness that. #12 - 14 x 1" DP3 5/16" HWH „;11 be drilled (indude any '.ptr voids and insulation). 810.16 (.1901 Refer to driillno & rriaterial Description ihfckness on size charts. - to ozn ---+•- Rod SM6 Pullout Values In Steel (Average Ultimate Pounds) ��� i71r2&kt7 IT - Strengths -Palm T,)t1C Per lfxh of Fasteners Material Properties idaterial C1018.101022 , Heat Treatment- Case Widened Case Hardness- Rockwell C Case Depth A6 dia. :.002440or ff8 thru 12:.00+101.009' 114=.0057.011" Care Hardness- Rothwell C•32.40 DucNllty 5 degrees min, Decimal & Metric Conversions 269. tr120 a9 1p;d5 s.�i:12s7 tr='�'_.d t1zS iGr.,as: 74wh eG '.ptr ,+16ttytt 810.16 (.1901 r 41 P -j 2108 ttaco' $Q.14 p <U2 '1 YTifi l°OGi>: "2124 (21w) Y ':1 d 7135 C?,tilo, tr»•t!(.^«S8J ;150.:1 A275 p2C+egj. ttN20t��'-ff7 �.,1�`.t 1276 k� Material Properties idaterial C1018.101022 , Heat Treatment- Case Widened Case Hardness- Rockwell C Case Depth A6 dia. :.002440or ff8 thru 12:.00+101.009' 114=.0057.011" Care Hardness- Rothwell C•32.40 DucNllty 5 degrees min, Decimal & Metric Conversions r .,. 1 ' t ' 3 269. tr120 a9 1p;d5 F125J 343 > faf -.ors _ 74wh eG '.ptr ,+16ttytt 2eip tY G1tnm 22 941 2 151 265 �iFti a3s c JNh'ti t a ra ..018'. ; 1.221ran aGSa .'.tYa0 .? 1 �frars 140 3.55 1 logo 1471`.'1 491 ttA ,i7 -" 3a>3�m tbra ";135'1 .OA3;r�n 1t4' �' it Q:83mn 1 697 1 636 14ga +li;" ":973"> 9.531rm 1066 t 985-1 12JNrn r .,. 1 ' t ' 3 269. tr120 119 F125J 343 :'tj 142 4 24 gaf 831 1133 X208:`;1 2 f5 i1 2343 22 941 2 151 265 20 9a5$.1 743 s7". 81l '769 1 y. 20 ga ??B 298 296>%'g 343 1 4 3.55 1 logo 1471`.'1 491 �A3 .# SSS x.568' j 607 j 16 ga f l§79:'1 '703 (Jib {l 752 1 697 1 636 14ga k8471 959 ge£'.1 1066 t 985-1 1149 f .148; 12 Re i �331G�1 flu761 104 1fS351 1850 Lisa!°, 3116" ; ' ..:: 2980 j3715 -.552 15553; 114" j 1 `. {$ 1 i 5032 f5=1 10isdaimer: All last results and SDecitj=WnS gwo'baaod on labOrOtery Wis. ApOroprieto Piety lsclom :,t OWO bo u "ed by (110 user or 6pWNer. Dei4rrnining the propel la&erw is the t6soonSibility of lilt; ttsal of Specifier, BOQaiistl appOca11on conditions vary. the ossurro no liatWity for the use of i38s intomotion. Metric Conversion Formulas Decimal to Millimeters _ Decimal x 25.4 Millimeter PS NewtorVjlfjtlmetars' PSi x;_Ob7 tdr{wlq�'nfiitdiirtetei{tflmm;1 Pounds Force to IYevAons Pounds Force x 4.A48 = Nov+tons Shear Values In Steel (Average Ultimate Pounds) .r 3.RVI, 26 ga 278 290 24 ga t469.' 49v I 1, 1 1 22 ga 525`: C--60 -• I .i . 20 9a5$.1 743 s7". 81l '769 1 y. Ow 1 isge 11145,1 1050 1.i2b8j 1558 1 -.j 1442 1 1698 i.,, - .i l6401 1620 ) 1 2100 ti 597, S€ a. 1 tIM44 %070 1 _ 1 2584 1205; -14,g3 12 Aa 1 3 ' '# ime 4650 2650 12350+ 4. 114" t._. ;4 1 IJ j3<it0.� �331G�1 Installation Recommendations Scra»gun RJ�rd 116. 4&, 10.412 0 - 21500 APiA 1i4" 81`teavy Caugo 0 - 2,000 RFi i I" StalnldzS Slegt 0 > 1,000 RPM Fasteners should be Installed perpendicular to Ore fastening surfacm Npth sensing noseplece ehould bo uaod to prevont over lbrquing. BLAZER�''dnlling fastenersare F�`;xrte* z,3 �<q r.-,-, manufacturediantteste�di,toaconforr to SAE J 78°forself dr�llingfasteners' TRIANGLE FASTENER "Specialty Fasteners & .Services For Construction" Need a custom designed testener or application tests?3 Cali our Fastening Design & Engineering Center �:216j 331-$033 s Page 5 N1 (Rev. 12/96) _V COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 APPLICATION AND PERMIT PERMIT NO. AS SESSOR PARCEL NUMBER ZONING 4 BUILDING PERMIT It OWNER . -.1 ri , � ....r• TELEPHONE .i fir..-"'�. /�j� SQ. FT. OCC. BUILDING VALUATION ' OWNERS MARJNG ADDRESS /�^ _ ._.. ... (7 L.,r�J7 T .T.r 5!�" t. ` r ' ,� E� �++� 5 } 31 r1 t; CONTRACTOR'S NAME TELEPHONE CONTRACTORS MARLING ADDRESS LtAS-11 1, ZITCO 95973 CONSTRUCTION LENDER Fireplace LENDER'S MNUNG ADDRESS Total Valuation $ 7 ,151 . co ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ss 1� Permit Fee $ 31 • S ARCHITECT OR ENGINEERMAULING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ 101,.L:3 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑' Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 i j I C, j Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Ulilities ❑ Installation ❑ Other ❑ •Mobile Describe Work: �II'.>sl a :�isr4�L ! Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Home S G W 020.00 PERMIT FEE t �J• ELECTRICAL PERMIT Fling Fee 20.00 Main Service *."A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license Is in full force and effect. �iG (,� License Class- l� r, , , +. Y. - Lic. No. / - J / ' OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation. insurance carrier and policy number are: Carrier 1l :: OnJ fJir.si'a��: �z Main Service 200A To I000A 46.00 NEw CONST. DWELLIFp Occup. 3.Sd�. OR ADONS. ( 8 ACC. OCS. pNE'p IcON, D.' muLTI.OUTLET 97,50 POWER APPARATUS a sINOLE oLmET cIR. .00 ET EX. OCCU . OUTLOR FIXTURES SAL 20 ®I,50 Ex. Occup. oFIXunErAl RE.s 6) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt S Policy Number/w/!'��- I S`/`1//S/ (The above sections need not be completed ff the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers'. compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with,th6se provisions. % [ _ X / /%' �f�.' .��� •�' Date / S r U Signatufe of Applicant - ❑ Owner UContractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ I "3. CJ �HAZ. D. FEES IMP FLOOD CDF PARCEL I PO I HDI 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. ♦ r� ( - /_ By, r' PERMIT EXPIRES ON- I eta Receipt No. j0 lew".4» - j. uj WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Ilk COUNTY OF BUTTE BUILDING DIVISION' b µ, 4. DEPARTMENT OF DEVELOPMENT SERVICES iJ 411 Main Street • Chico, CA • (530) 891-2751 t 7 County Center Drive • Oroville, CA • (530) 538-7541 a } CORRECTION NOTICE b NER PERM A routine inspection indicates that the following violations of butte county Ordinances exist at the . above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date Inspector REV 10/92 1 �1 e Date Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE c D` -6q7 OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. )) P41/Q09- ) N STA L �9) l lWt w X-MAe ZX s 7- COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION V 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12/96) APPLICATIONANDPERMIT 2 00 ASSESSOR PARCEL NUMBER 036-760-024 ZONING R1 BUILDING PERMIT OWNER MARLA CRANE TELEPHONE 533-1765 SO. FT. OCC. BUILDING VALUATION EST 5,154.00 . OWNERS MAILING ADDRESS 75 HUNTER DR, OROVILLE 95966 CONTRACTOR'S NAME HOLIDAY POOLS RETAIL TELEPHONE 343-8245 CONTRACTORS MAILING ADDRESS 1188 F. LASSEN #9, CHICO i CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 5,154.00 ARCHITECT OR ENGINEER LICENSE NO. Flin Fee $ 20.00 Permit Fee $ 81.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDII%f TER DR, OROVILLE Energy Plan Checking Fee $ PERMIT FEE $ 101.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑X Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other IN Describe Work: SOLAR SYSTEM Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 020.00 PERMIT FEE t ELECTRICAL PERMIT Fling Fee 20.00 aOOV LE Main Service 2o0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.�� License Class& -6 ,JJ C Y& Lic. No. 3 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200L TO lOooA 46.00 NEw CONST. OW ELLNG oCCUP. ORAocD� ( S. 3.5Qso MU COuri NON RESID. 7.50 POWER APPARATUS 8 SINGLE OUTLET CIS. EX. Occup. OUTLET OR FIXTURES 2- O I'50 eAL •50 Ex. Occup. o .a.DE 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrr and policy number are: Carrier o j -L/7S /�'�nct Policy Numb* edZC.;?- /S/ //f/ (The above sections need not be completed If the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person 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 fo comply Be ovisions. G X Date / --J.. ILI Signal e -61 Ap an - ❑ Owner Nr Contractor ❑ Agent An 09HA permit is required for excavations over 60" deep and demolition or construction of ructures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEL: $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 136.00 IMP FLOOD CDF PARCEL I PO I HD ssUE This permit Is hereby Issued under of the Butte County Code and/or indicated a ove for ich fees have PERMIT EXPIRES ON—4— the applicable provisions Resolutions to do work been paid. ate O Dere eceiptNo. 315147/$136.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT a.vvn e T yr Pw I I r.ucr^n I lrltn l yr utvtLvrmrn i ocnvIVCa • nvILu11VG DIVISION 7 County Center Drive a Oroville, California 95965 a Telephone (530) 538.7541 PERMIT No. Rev. IZNG) APPUCATIONAND PERMIT �R►""�""1°' �j -- 76 Q 'BUILDING PERMIT a..rR SO. OCC. BUILDING VALUATION esruorl wars AeoRas — D 5� aownwctoee ooM+TwuerroN uooa UM OM WAM MOM$ —Fireplace Total Valuation = AACWf=f 01%000A l � Axa Film Fee S 20.00 & MTM OR e4osrea7 1MAN4 Ao0RC1e Permit Fee S Q� Plan Checkin Fee i °NOAOO�a S --Energy Plan Checking Fee t S PERMIT FEE S WTUM suawsKs WAR ►Arwa MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE Each Trap 7.00 Solar or heat pump water heater 23.00 SF Duplex O Mobilehome O Other Water piping t S.00 TS T srecsT Each as water heater or vent 15.00 TYPE OF WORK Gas piping system t • S outlets . t 5.00 Now O Addition O Remodel O WGtlae O Installation O O Building sewer 15.00 Describe Work: Mobile Home I S I G I W 020.00 PERMIT FEE S ELECTRICAL PERMIT FlUng Fee 20.00 Main Service zo=o. urss 23.00 Main Service 20" To IOWA 40.00 C004 . owEua+o occv°. 3.5irt on ADOW A AOc. eine. M)Krll7�0. • MVlT110yrLo 07.50 POWQ AMARATu6 A O CdR Ex. Occup. ovT OR ncnmp AO 1x.90 ns eA1 .e0 Ex. Occup. °" ovnFTs ago. a 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Msc. Wiring 23.00 PERMIT FEE .S MECHANICAL PERMIT Filing Fee 20.00 *PERMIT FEE PAID $ Heating SRA ' ' $ Cooling SHERIFF $ Hood e.so VenUletlon OTHER $ $ PERMIT FEE S Mobile Home Installation Fee S $ Energy Inspection Fee i oce coMCT. Tr►t TOTAL FEE $ 3 ° AMOUNT RECEIVED N. f P,MO I CDP FARM .o � o" This permit Is hereby Issued under the applicable provisions of the Butte County Code and/or Reeoluwns to do work Indicated above forwhich fees have been paid. *RECEIPT NUMBER * TO BE PVT INTO COiFikPt� By Date PERMIT EXPIRES ON ' NORTHSTAR ENGINEERING. 20 Declaration Drive Chico, CA 95973 (530) 893-1600 FAX (530) 893-2113 . STR TCT URAL. CLCIUL.ATIONS PROJECT P - T, LJ A L L JOB NO.- 2 LOCATION PA FL A V I!� G DATE 3 I 10101 CODES: Uniform Building Code, 1997 Edition AISC, Manual of Steel Construction; 9th Edition AITC, Timber Construction Manual MATERIALS: Concrete: f'c =.2500 psi @ 28 Days Masonry: f'm = 1500 psi, Mortar: f'c 1800 psi, Type "S" Grout: f'c = 2500 psi @ 28,days Steel Reinforcing: A-615 Grade 40 for #4 and smaller A-615 Grade 60 for #5 and larger Structural Steel:. ASTM A-36 Steel Pipe: ASTM A53 Grade B Steel Tubing: ASTM A500 Grade A or B Machine Bolts, Anchor Bolts: ASTM A307 Grade A Wood Connectors: Simpson Strong -Tie or equal. Wood: Struct Lt Framing, Joists & Planks: D.F. #2 Beams & Stringers, Posts & Timbers: D.F. #1 Plywood: A.P.A. Rated Sheathing, Grade CD,UBC Std 25-9 OR OSB of equal or greater allowable stress Glue -Lam Timber: ANSI/AITC A190.1-1992 Simple Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination LOADS: Roof Live Load: 2 psf Floor Live Load: lZe!�7 psf Seismic Zone 3 Wind Speed: % 1�5 mph Exposure: Method 2.used unless otherwise noted.. Allowable Soil.Bearing : I� DC7 psf ARE SPECIAL INSPECTIONS REQUIRED ? NO GENERAL: Any structural or non-structural items that are not specifically addressed in the following calculations and or details are designed by others and are not the responsibility of NorthStar Engineering. Verification of the soil conditions at the project site to determine the expansion index or bearing capacity is by others. Page 1 of 5 Nort r ENGINEERING` Civil Engineers* Planners • Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 - r- -•-------- -� --- - r - I i ( ✓2oo.F_V_:1lLJ _�..L.PSF �!kJA-I { �"- -- - LA .--f-�- I F� Y ��.1���_� K �1.{��� ..__ ! i Y i _ � y _. _. �-',. ✓i`�.'! �_._p l� 1. '� _I_C��! _��_, I 1 T iT l O L L I o -_�__ I► A i ►,.1 _ i _�_p i I _ - _ �. I- _ ! i i BY: n P_ DATE: 3/0) t JOB NO: PAGE 3 OF , t J 8" STEM j 4" CONC. SLAB 3211 O. EACH WAY ! MIN. ! 4- 2" CLEAR XQ j 4" 0 PERF PIPE t — TO DRAIN WITH I tt `9 12" X 12" DRAIN ROCK —�- 1 , N °°uoo ° U . ��°° coi vim, 1 - cy .� w w 1 u cy I o NwthStar ENGINEERING Civil Engineers Planners• Surveyors i 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 i i r 38" 04 0 32" O.G. TIED TO VERTICAL \ REBAR AND EXTENDED 38" 04 I INTO SLAB AND STEM ---.#4 VERTICAL 0 32" O.C. , 04 HORIZONTAL 0 10" O.C. FULL HEIGHT CONCRETE STEMWALL AND FOOTING WITH Vc = 2500 psi AT 28 DAYS 04 VERTICAL 0 32" D.C. - E ! t . , j. -� UNDISTURBED 501L #4x12"O.C. / 4 - #4 CONTINUOUS , - 1 NOTEt DO NOT PLACE BACKFILL UNTIL CONCRETE HAS CURED 21 DAYS MINIMUM { PETAINIIN G WALL i NOT TO SCALE ! NorfhStar Engineering 125.0 psf -Used To Resist Sliding & Overturning Title Gary Guardino 20 Declaration Drive Used for Sliding & Overturning Eccentricity = Job # 7025 Dsgnr. JMR Date: MAR 18,2001 Chico, California 95973 Axial Dead Load = 300:0 lbs Description.... . 530-893-1600 Abal Load Eccentricity = 0.0 in 4' Restrained Retaining Wall Page �f Of `i- Soil Pressure @ Toe = This Wall in File: D:\Retain\7025 Guardino.RP5 Stem is FIXED to top of footing Restrained Retaining Wall Design RetainPro Professional 5.0.7, 8 -Jul -99, (c) 1989-99 Criteria Soil Pressure @ Heel = Soil Data Footing Strengths & Dimensions Retained Height = 4.00 ft Allow Soil Bearing = 1,500.0 psf fc = 2,500 psi Fy = 40,000 psi Wall height above soil = 0.00 ft Equivalent Fluid Pressure Method Min. As % = 0.0018 Total Wall Height = 4.00ft Heel Active Pressure = 50.0 psf/ft . Toe Width = 0.75 ft Top & Base @ Base of Wall Toe Active Pressure = 50.0 psf/ft Heel Width = 1.00 Top Support Height =. 4.00 ft Passive Pressure Water height over heel 250.0 psf/ft Total Footing Width = T. 55 0.0 ft - 12 00 Slope Behind Wall = 0.00: 1 FootingIlSoil Friction Height of Soil over Toe = 0.00 in Soil height to ignore Soil Density = 110.00 pcf for passive pressure Wind on Stem = 0.0 psf Surcharge Loads Surcharge Over Heel = 125.0 psf -Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 psf Used for Sliding & Overturning Eccentricity = Axial Load Applied to Stem Wall to Ftg CL Dist = Axial Dead Load = 300:0 lbs Axial Live Load = 200.0 lbs Abal Load Eccentricity = 0.0 in 0.300 Footing Thickness - = Key Width = 0.00 in Key Depth = Key Distance from Toe = Cover @ Top = 2.00 in Iuniform Lateral Load Applied to Stem Lateral Load = 0.0 #/ft ...Height to Top = 0.00 ft ...Height to Bottom = 0.00 ft m 12.00 in 16.00 in 0.75 ft @ Btm.= 3.00 in Adjacent Footing Load Adjacent Footing Load = 0.0 lbs Footing Width = 0.00 ft Eccentricity = 0.00 in Wall to Ftg CL Dist = 0.00 ft Footing Type Line Load Base AbovelBelow Soil = 0.0 ft at Back of Wall = 2,500 psi Design Summary Concrete Stem Construction Total Bearing Load = 1,551 lbs Thickness = 8.00 in Fy = 40,000 psi ...resultant ecc. = 0.24 in Wall Weight = 100.0 pcf fc = 2,500 psi Soil Pressure @ Toe = 947 psf OK Stem is FIXED to top of footing Soil Pressure @ Heel = 825 psf OK Allowable = 1,500 psf Mmax Between Soil Pressure Less Than Allowable @ Top Support Top & Base @ Base of Wall ACI Factored @ Toe = 1,362 psf Stem OK Stem OK Stem OK ACI Factored @ Heel = 1,187.psf Design height = 4.00 ft 2.33 ft 0.00 ft Footing Shear @ Toe = 0.5 psi OK Rebar Size = # 4 # 4 # 4 Footing Shear @ Heel = 0.5 psi OK Rebar Spacing = 32.00 in 32.00 in 32.00 in Allowable = 85.0 psi Rebar Placed at = Center Center Center Reaction at Top = 165.2 lbs Rebar Depth 'd' = 4.00 in 4.00 in 4.00 in Reaction at Bottom = 743.9 lbs Design Data Sliding Stability Ratio = 1.54 OK fb/FB + fa/Fa = 0.000 0.303 0.627 Sliding Calcs Mu .... Actual = 0.0 ft-# 268.4 ft-# 555.9 ft-# Lateral Sliding Force = 743.9 lbs 680.6 lbs Mn " Phi..... Allowable = 886.7 ft-# 886.7 ft-# 886.7 ft-# less 100% Passive Force = less 100% Friction Force = - . - 465.3 lbs Shear Force @ this height = . 0.0 lbs 785.5 lbs Added Force Req'd = 0.0 lbs OK Shear..... Actual = 0.00 psi . 16.36 psi ....for 1.5 : 1 Stability = 0.0 lbs OK Shear..... Allowable = 85.00 psi 85.00 psi Footing Design Results I Rebar Lap Required = 12.48 in 12.48 in eel Rebar embedment into footing = 6.00 in Toe Factored Pressure = 1,362 1,187 psf Other Acceptable Sizes & Spacings: Mu': Upward = 0 67 ft-# Toe: None Spec'd -or- Not req'd, Mu < S' Fr Mu': Downward = 0 56 ft-# Heel: None Spec'd -or- Not req'd, Mu < S' Fr Mu: Design = 268 11 ft_ Key: Not req'd, Mu < S -or- Not req'd, Mu < S' Fr Actual 1 -Way Shear = 0.47 0.48 psi Allow 1 -Way Shear = 85.00 85.00 psi NorthStar Engineering 20 Declaration Drive Chico, California 95973 530-893-1600 Page 5 Of Title Gary Guardino Job # 7025 Dsgnr: JMR Date: MAR 18,2001 Description.... 4' Restrained Retaining Wall This Wall in File: D:\Retain\7025 Guardino.RP5 Restrained Retaining Wall Design RetainPro Professional 5.0.7, 8 -Jul -99, (c) 1989-99 F—summary of Forces on Footing : Slab is NOT providing sliding, stem is FIXED at footing Forces acting on footing for sliding 8 soil pressure.... Sliding Forces Load 8 Moment summary For Footing: For Soil Pressure Calcs Stem Shear @ Top of Footing = -462.0 lbs Moment @ Top of Footing Applied from Stem = -327.0. ft-# Heel Active Pressure = -281.8 Sliding Force = 743.9 lbs Surcharge Over Heel = 41.7 lbs 1.58ft 66.Oft-# Abal Dead Load on Stem = 500.0 lbs 1.08ft 541.7ft-# Net Moment User For Soil Pressure Calculations Soil Over Toe = lbs ft ft-# 31.0 ft-# Surcharge Over Toe = lbs ft ft-# Stem Weight = 400.0 lbs 1.08ft 433.3ft-# Soil Over Heel = 146.7 lbs 1.58ft 232.2ft-# Footing Weight = 462.5 lbs 0.82ft 379.7ft-# Total Vertical Force = 1,550.8 lbs Base Moment = 1,325.9ft-# NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95973 (530) 893-1600 FAX (530) 893-2113 STR TCT 1 Ai Ai CITT ATIONS PROJECT G U AR-t2I1J 0 IZ P - T- Q A L L JOB NO. -7 LOCATIDATE 3 8 I CODES: MATERIALS: Er,07--,1 f� Uniform Building Code, 1997 Edition 'AISC, Manual of Steel Construction, 9th Edition AITC, Timber Construction Manual Concrete: f'c = 2500 psi @ 28 Days Masonry: f'm 1500 psi, Mortar: f'c = 1800 psi, Type "S" Grout: f'c = 2500 psi @ 28 days Steel Reinforcing: A-615 Grade 40 for #4 and smaller A-615 Grade 60 for #5 and larger Structural Steel: ASTM A-36 Steel Pipe:. ASTM A53 Grade B Steel Tubing: ASTM A500 Grade A or B Machine Bolts, Anchor Bolts: ASTM A307 GradeA Wood Connectors: Simpson Strong -Tie or equal. Wood: Struct Lt Framing, Joists.& Planks: D.F. #2 Beams & Stringers, Posts & Timbers: D.F. #1 Plywood: A.P.A. Rated Sheathing, Grade CD,UBC.Std 25-9 OR OSB of equal or greater.allowable stress Glue -Lam Timber: ANSI/AITC A190.1-1992 Simple Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination Roof Live Load: 2 O psf Seismic Zone 3 Floor Live.Load: psf Wind Speed: %� mph Exposure: Method 2 used unless otherwise noted. Allowable Soil Bearing : I1�; D 0 psf ARE SPECIAL INSPECTIONS REQUIRED ? N D GENERAL: Any structural* or non-structural items that are not specifically addressed in the following calculations and or details are designed by others and are not the responsibility of NorthStar Engineering. Verification of the soil conditions at the project site to determine the expansion index or bearing capacity is by'others. Page 1 of 5 1201 r 20 DECLARATION DRIVE DATE: 3 I O I 1 14 -I � � I b'l,l; CHICO, CALIFORNIA 95973, JOB NO: 7 p 2 ENGINEERING 530-803-1600 PAGE OF Civil Engineers• Planners• Surveyors FAX 530.893-2113 1201 I j � oE -I � � I b'l,l; 77 Seo jz ' G _. --�_ � ► � PSFLi.=-I2of�5SN,I>- �1•1�_-_ I � � i OI 4_1 17 .A L o--'' IJA.L-L! gp I ___ L I o i t � i- i ---�---iT rA {� I-�[ I I 4._� � i -� --- -�--- - -- - J Lr_ 7-7 t BY: n P DATE: 3'p1 JOB NO: %O 2 �j PAGE 3 OF ,s i t - 1 - ' 8" STEM ' 4" CONC. SLAB 32" ' W/ $3 0 32" O.C. EACH WAY 12EBA12 AND EXTENDED 38"04 MIN. I #4 VERTICAL 0 32" O.C. I� 111111 WITH Vc = 2500 psi AT 28 DAYS 2" CLEAR _ X .i -I i ^� UNDISTURBED SOIL / #4 012" O.C. 1 j 4 - 04 CONTINUOUS 'I r 4" 0 PERF PIPE ' - TO DRAIN WITH CONCRETE HAS CURED 21 DAYS MINIMUM ;-- . f 12" X 12" DRAIN ROCK jJfl o « oo wo% N f �- cy m W i9 U cy O L NwthStar ENGINEERING Civil Engineers* Planners *Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 38" ' \ •4 0 32" O.C. TIED TO VERTICAL 12EBA12 AND EXTENDED 38"04 INTO SLAB AND STEM #4 VERTICAL 0 32" O.C. 04 HORIZONTAL 0 10" O.C. FULL HEIGHT CONCRETE STEMWALL AND FOOTING WITH Vc = 2500 psi AT 28 DAYS - 04 VERTICAL 0 32" O.C. -I i ^� UNDISTURBED SOIL / #4 012" O.C. 1 j 4 - 04 CONTINUOUS 'I r NOTEr DO NOT PLACE BACKFILL UNTIL CONCRETE HAS CURED 21 DAYS MINIMUM ;-- . f 4' RETAINING G WALL � . 1. ! NOT TO SCALE • NorthStar Engineering 20 Declaration Drive Chico, California 95973 580-893-1600 Page 4 Of Title Gary Guardino Job # 7025 Dsgnr. JMR Date: MAR 18,2001 Description.... 4' Restrained Retaining Wall This Wall in File: D:\Retain\7025 Guardino.RP5 Soil Pressure @Tce - 947 ps Restrained Retaining Wall Design RetainPro Professional 5.0.7, 8 -Jul -99, (c) 1989-99 Allowable = 1,500 psf ` Soil Data ACI Factored @ Toe Footing Strengths & Dimensions ' Criteria = 1,187 psf Retained Height = 4.00 ft Allow Soil Bearing = 1,500.0 psf fc = 2,500 psi Fy = 40,000 psi Wall height above soil = 0.00ft Equivalent Fluid Pressure Method Reaction at Bottom Min. As % = 0.0018 Total Wall Height = 4.00 ft Heel Active Pressure. = 50.0 psf/ft Toe Width = 0.75 ft = - 465.3 lbs Added Force Req'd Toe Active Pressure = 50.0 psf/ft Heel Width = 1.00 Top Support Height = 4.00 ft Passive Pressure Water height over heel 250.0 psf/ft 0.0 ft Total Footing Width = X75 Mu': Downward = 0 56 ft-# Mu: Design = 268 11 ft-# Footing Thickness = 12.00 in Slope Behind Wall = 0.00: 1 FootingllSoil Friction = 0.300 Key Width _ 12.00 in Height of Soil over Toe = 0.00 in Soil height to ignore Key Depth _ 16.00 in Soil Density 110.00 pcf for passive pressure = 0.00 in Key Distance from Toe _ 0.75 ft Cover @ Top = 2.00 in @ Btm.= 3.00 in Wind on Stem = 0.0 psf Surcharge Loads Uniform Lateral Load Applied to Stem Adjacent Footing Load Surcharge Over Heel = 125.0 psf Lateral Load = 0.0 #/ft Adjacent Footing Load = 0.0 lbs -Used To Resist Sliding & Overturning ...Height to Top = 0.00 ft Footing Width = 0.00 ft Surcharge Over Toe = 0.0 psf . ...Height to Bottom = 0.00 ft Eccentricity = 0.00 in Used for Sliding & Overturning Wall to Ftg CL Dist = 0.00 ft Axial Load Applied to Stem Footing Type Line Load Base Above/Below Soil = 0.0 ft Axial Dead Load = 300.0 lbs at Back of Wall Axial Live Load = 200.0 lbs Axial Load Eccentricity = 0.0 in Design Summary Concrete Stem Construction Total Bearing Load = 1,551 lbs Thickness = 8.00 in Fy = 40,000 psi ...resultant ecc. = 0.24 in Wall Weight = 100.0 pcf fc = 2,500 psi -f OK Stem is FIXED to top of footing Design height Rebar Size Rebar Spacing Rebar Placed at Rebar Depth 'd' Design Data fb/FB + fa/Fa Mu .... Actual Mn . Phi..... Allowable Shear Force @ this height Shear.....Actual Shear..... Allowable @ Top Support Stem OK 4.00 ft # 4 32.00 in _ Center = 4.00 in Rebar Lap Required = Rebar embedment into footing 0.000 0.0 ft-# 886.7.ft-# 0.0 lbs 0.00 psi 85.00 psi 12.48 in Other Acceptable Sizes & Spacings: Toe: None Spec'd -or- Heel: None Spec'd -or- Key: Not req'd, Mu <S' -or- Mmax Between Top & Base Stem OK 2.33 ft # 4 32.00 in Center 4.00 in 0.303 268.4 ft-# 886.7 ft-# 12.48 in Not req'd, Mu < S ' Fr Not req'd, Mu < S' Fr Not req'd, Mu < S ' Fr @ Base of Wall Stem OK 0.00 ft # 4 32.00 in Center 4.00 in 0.627 555.9 ft-# 886.7 ft-# 785.5 lbs 16.36 psi 85.00 psi 6.00 in ps Soil Pressure @ Heel = 825 psf OK Allowable = 1,500 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 1,362 psf ACI Factored @Heel = 1,187 psf Footing Shear @ Toe = 0.5 psi OK Footing Shear @ Heel = 0.5 psi OK Allowable = 85.0 psi Reaction at Top = 165.2 lbs Reaction at Bottom = 743.9 lbs Sliding Stability Ratio = 1.54 OK Sliding Calcs Lateral Sliding Force = 743.9 lbs less 100% Passive Force = - 680.6 lbs less 100% Friction Force = - 465.3 lbs Added Force Req'd = 0.0 lbs OK ....for 1.5: 1 Stability = 0.0 lbs OK Footing Design Results 4eel Toe Factored Pressure = 1,362 1,187 psf Mu': Upward = 0 67 ft-# Mu': Downward = 0 56 ft-# Mu: Design = 268 11 ft-# Actual 1 -Way Shear = 0.47 0.48 psi Allow 1 -Way Shear = 85.00 85.00 psi Design height Rebar Size Rebar Spacing Rebar Placed at Rebar Depth 'd' Design Data fb/FB + fa/Fa Mu .... Actual Mn . Phi..... Allowable Shear Force @ this height Shear.....Actual Shear..... Allowable @ Top Support Stem OK 4.00 ft # 4 32.00 in _ Center = 4.00 in Rebar Lap Required = Rebar embedment into footing 0.000 0.0 ft-# 886.7.ft-# 0.0 lbs 0.00 psi 85.00 psi 12.48 in Other Acceptable Sizes & Spacings: Toe: None Spec'd -or- Heel: None Spec'd -or- Key: Not req'd, Mu <S' -or- Mmax Between Top & Base Stem OK 2.33 ft # 4 32.00 in Center 4.00 in 0.303 268.4 ft-# 886.7 ft-# 12.48 in Not req'd, Mu < S ' Fr Not req'd, Mu < S' Fr Not req'd, Mu < S ' Fr @ Base of Wall Stem OK 0.00 ft # 4 32.00 in Center 4.00 in 0.627 555.9 ft-# 886.7 ft-# 785.5 lbs 16.36 psi 85.00 psi 6.00 in • '� NorthStar Engineering Title Gary Guardino 20 Declaration Drive Job # .7025 Dsgnr. JMR Date: MAR 18,2001 Chico, California 95973 Description.... 530-893-1600 4' Restrained Retaining Wall Page 5 Of 5 This Wall in File: D:\Retain\7025 Guardino.RP5 Restrained Retaining Wall Design RetainPro Professional 5.0.7, 8 -Jul -99, (c) 1989-99 Summary of Forces on Footing : Slab is NOT providing sliding, stem is FIXED at footing Forces acting on footing for sliding & soil pressure.... Sliding Forces Load & Moment Summary For Footing: For Soil Pressure Cates Stem Shear @ Top of Footing = -462.0 lbs Moment @ Top of Footing Applied from Stem = -327.0 ft-# Heel Active Pressure = -281.8 Sliding Force = 743.9'lbs Surcharge Over Heel = 41.7 lbs 1.58ft 66.Oft-# Axial Dead Load on Stem = 500.0 lbs 1.08ft 541.7ft-# Net Moment User For Soil Pressure Calculations Soil Over Toe = lbs ft ft-# 31.0 ft-# Surcharge Over Toe = lbs ft ft-# Stem Weight = 400.0 lbs 1.08ft 433.3ft-# Soil Over Heel 146.7 lbs 1.58ft 232.2ft-# Footing Weight = 462.5 lbs '0.82 ft 379.7ft-# Total Vertical Force = 1,550.8 lbs Base Moment = 1,325.9ft-# RESIDENTIAL. 036-760-024 PERMIT#97-1604 CRANE, Marla PERMIT, 75 Hunter Dr., Oroville , Cont: North -Valley -Contracting T�- PERMI New Pri Swimming Pool I`OWNER —' 011-0407(p. CONTR. !�ASSESSOR PARCEL LOCATION 172 11 lA Temp. Power Pole Called PG&E Temp. Elec. Service Called PG&E femP--Gai-%ervIce Called PG&E JOB FINALED (Date) Signature [L ap=44/-t��2— V=OK O = Not OKNot - `=NotRepady MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Ca 'B-1 Date Card B-1 1. Zoning Requirements - Setbacks - Easements Ard 8-1 Date Card B-1 2. Soils; Special MH Support Sketch F96LS lana OK except #'a 3. Sewer, Locabon-Test•Fall-C)D-Concrete 1. Se o'Easements CompactionStru6ture Stability 4. Water, Location -Test -Easement Needed (Sketch) Pifol Struc , Steel -Connections -Thickness - D en -Lining S. Electricity; Location-Clearances-Gimd-/ /Amp -Concrete LV*elec.: Receptacles and Lighting, Distance-GFI ' 6. Gas; Location -Test -Wrap; / /'L'fL / /Nat. or/ /`LYL/ /LPG ; P hting; 15 Volts GFI 7. Well Clearance & Disconnect nciosures; Conduit Entries -Terminals -listed 8. Utility Clearance WwC.; Bonding; Metal w/6 -Circulating Equip. -Heater 9/,JI V. Elec.; Grounding; Equip. w/V Circulating Equip. -P `tg. Boxes-E5¢bsrires-Pane'IfS-oarda-lnst. to Main in Conduit Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test-DemarKWahe-Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water, MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy 12. Permanent Foundation Only: License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ,MISCELLANEOUS Date DECKS, COVOM, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning RoWirements�-Setbacks-Easements 2. Footings; Soils•Size-DepthSpacing•ConnectDmSteel 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails 4. Wood Awn; Posts-Beams-Rftrs.-Connectors Shft.4tfg.-Bracing_ 5. Alum Awn.; Columns-ConnectionsSplice•Decal-Enclosures 6. Carports; Windows -Doors 7. Electric. 8. Fang.; Sils-AnchorsStuds-RttrsTrusses 9. Siding; Nalling-VeneerStuco"esh 10. Root,, Shthg-Roofing 11. ' Ext.;. Steps-Doors-Landinga 12. Braced Wall, Panels 11111111ML!1,?'t *, '. .,rte .. . Date Ca 'B-1 Date Card B-1 Date Ard 8-1 Date Card B-1 Date F96LS lana OK except #'a 1. Se o'Easements CompactionStru6ture Stability Pifol Struc , Steel -Connections -Thickness - D en -Lining LV*elec.: Receptacles and Lighting, Distance-GFI ' ; P hting; 15 Volts GFI nciosures; Conduit Entries -Terminals -listed WwC.; Bonding; Metal w/6 -Circulating Equip. -Heater 9/,JI V. Elec.; Grounding; Equip. w/V Circulating Equip. -P `tg. Boxes-E5¢bsrires-Pane'IfS-oarda-lnst. to Main in Conduit 11111111ML!1,?'t *, '. .,rte .. . ✓ = OK 0 = Not OK - = Not Applicable * = Not Ready Date UNDERFLOOR (Plans) OK except #'s 1. ZoningSetbacks-Easments-FloodSlope RESIDENTIAL (Single & Duplex) 2. Fig., Main; Soils-Elec. Gmd.-/ P Ftg. Depth 3. Ftg. Garage; Soils-Steel-Elec. Gmd/ P Ftg. Depth Date 4. Ftg. Porches & Decks; SoilsSteel-/ P Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 6a. Hold Downs and Special Anchors Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 7. Slab, Steel -Wrapped Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 8. Piers -Fireplace Ftg.-Steel Garage Fire Protection Framing 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 52. 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 53. 11. Water Pipe; Test -Anchors -Regulator -Service Test 54. 12. Electric Underground 55. 13. Plenums & Ducts; Clearance -Material -Support -Ins. 56. 14. Girders -Sills -Anchor BoltsJoists Vents-Crippies 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 15. Access & Ventilation 58. 16. Insulation 59. Shear Walls; Nailing -Bolts Date Card B-1 Date Card B-1 Date 62. Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #s Date 17. Water Htr.; Vent -Access -Combustion Air Baffle Card B-1 Date Card B-1 18. Water Pipe; Test & Anchor -Nail Protection Card B-1 Date Card B-1 19. D.W.V.; Test Fittings & Anchor -Nail Protection FINAL (Plans) OK except #'s 20. Shower Pan; Test, First Floor -Tub Access Ext Steps -Door & Sidelight Protection -Landings 21. Test Tub & Shower, Second Floor -Tub Access Smoke Detector 22. Gas Pipe; Sixe & Anchors Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor -Ducts -Meeh. Protection 66. Date Card B-1 Date Card B-1 Date 68. Card B-1 Date Card B-1 Date 69. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size/ / ga Cu or AI 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral p Yes 0 No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels -Motors -Meeh. Epuip. 33. Clothes Closet Light -Shower UghtSpa Light 34. Smoke Detector 82. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No Date 83. Card B-1 Date Card B-1 Date 84. A.C. Unit Disconnect, Electrical -Plumbing Card B-1 Date Card B-1 Date Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings MECHANICAL (Permit) OK except #'s 86. 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Fumance-Vent Access -Comb. Air-Retum Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval Date Energy Compliance Certificate -Other Certificates Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-roff Brac.-TrussShting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior / Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration-WallsAAfindows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor -Ducts -Meeh. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meth. Protection 77.Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: _..�t3ro,,..-w--r.�,--.,.._". ,,.^."" ..` r..^.",'s.a* .:+aunt'•.-a4�15.Fw':�r� COUNTY OF BUTTE - BUILDING DIVISION . • ....... DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 , CORRECTION NOTICE OWNER PERMIT NO. v, A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If yo ave any questions pertaining to this matter, or need additional explanation, please contact is office immediately. t x,e / G /'Ono iajx, 12 r- - Y =V�f; ` rZ7 rJ .v o Jam'. >h G" P },r iY.• — Yf 3� {, 0"i ;r Date �U �! Inspector eu Na REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 a CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County.O.rdinances exist at the above address and should be corrected. Please notify this office when, correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please coroa-9 this office immediately. n 9� P Dated`�7 Inspector / �— 7— REV 10/92 r COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISIO 7 County Center Drive'- Oroville, California 95965 - Telephone (916) 538-7541 PERMIT (Rev. 12/96) APPLICATION AND PERMIT P ^Z _ / ASSESSOR PARCEL NUMBER 3EK 36-76-24 ZONIN BUILDING PERMIT OWNER MARLA CRANE TE3 —1765 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 75 HUNTER DRIVE 20 000.00 CONTRACTOR'S NAME NORTH VALLEY CONTRACTING TELEPHONE 33- 9416 CONTRACTORS MAILING ADDRESS 1275 OR DAM BLVD WEST CONSTRUCTION LENDER NOEN Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 20 000.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 216.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS 75 HUNTER DRIVE Energy Plan Checking Fee $ $ PERMIT FEE $ 259.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF [R Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New Addition ❑ Remodel ❑ Unities ❑ Installation ❑ Other ❑ Describe Work: Ni SWI)KIINE POOL MASTER # 515-94 Gas piping system 1- 5 outlets 15.0 0 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoos OR LEss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license IS In fUl fOTC and effect. nn License Class C — Lic. No.0173 a 5 �n 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. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service zooA To ,000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BLD.. SO 3.5QFT: N µRED MULCTI.00UTCUI @7,50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES BAL 9 ,:50 EX. Occup. OUTLE.PR'Ss%.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 POOL ELECTRIC Ju. UU PERMIT FEE _ O 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. Caworkers' com /e�n 1ti n i uraxe carrier an otic number are: rrier ZKt; ' tar/ji'Jlc% B' MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Policy Number D?A 91 — /011159CfY/ (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if 1 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forth! i m o S. Date ` n�D �� — Signature of Applic nt - ❑ Owner ontractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 344.00 HAZ, I D. FEES IMP I FLOOD CDF pARC0. .� 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 DaAe h PERMIT EXPIRES ONy ( 7 Da Receipt No. 222566 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT �,5; •��y� 1':. w�. �/..f'.h x+�,. ,- w{p-t �T , ''1 . �T r,��,'M +j�i, �Y.�,t��l i� ✓v�'s+ki{� x� 1�'r Jw•,.t,"'1t1' ��T``y�.�i�- r. Q� 1•>CLJ NP°�• COUNTY OF BUTTE- DEPARTMENT OF.DEVELOPMENT SERVICES - BUILDINGSION a 7 COUNTY CENTER DRIVE7' OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-75� PERMIT APPLICATION DATA SHEET OWNER:M,-/4 ASSESSOR PARCEL NUMBER: n ' 710 -,;!,L/ Proposed Building Use: 10i2ohl Building Inspector: �� Date: At time of permit application, I was advised the following data must be submitted prior to permitprocessing and/or issuance: -- Date Received By �' . All items have been submitted.---=------------------------------------------------------------------------------ = ❑ 2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. ------------------------------- --------- 0 7. Statement of Intent for Non -Heated and A/C Buildings. ❑ 8. Hazardous Material Form. -------=------------------------- 09. Manufactured Home data and installation instructions including�Tie.Do7 Specifications .------------------ ❑ 10. Fees of $------------------- --------------------- ----------=-------------------------------- ❑ 11. Impact fees as shown on the attached schedule.----------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees.--------------------------------------------------------- e 0 1 . Flood elevation certificate. ------- 4. Sanitation and plot plan approval ❑ 15. City of Chico plumbing permit. -- Health Department. ❑ 16. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use: (B) Parking: 1118. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). --- El 20. Pre -inspection for required Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). -------=---------------------------- - ❑ 22. Workers' Compensation carrier and policy number.----------------------------------------------------------- - 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- - ❑ 24. Letter of signature authorization.---------------------------------------------------------------------------.---- _ ❑25. Recorded copy of Agricultural Acknowledgment Statement.-------------------------------------------------- 026. ------------------------------------------------❑26. Letter of intent on building use. ti _ 027. Manufactured Home utility clearance.-------------------------------------------------------------- --- 028. Existing violations and/or expired permits.----------------------------------------------------------------- ' 1129. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ ❑ 3 0. other: (Date) WhSpyou issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. f2I•elephone rj3 and hold for pickup at in ctor. Applic Date: Copy of Haz-Mat form sent ❑ Health_ Department, ❑ Fire Department, ❑ Air Pollution 0`11Z- By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑phone, ❑mail, ❑Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑phone, ❑mail, ❑Building Divis'on counter, by Date: Plar s reviewed by: Date: Plans approved by: Date: � Sets of plans on hold in ❑Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy -Department of Development Services, Building Division. COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center'Drive Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER N f � ZONING BUILDING PERMIT OWNER �TEL�EPNO3 / l�z7 V SO. FT. OCC. BUILDING VALUATION OWNERS MAgJNG ADORE U 9 lei �_7\z /'r CONTRACTOR' NAME TELEPHONE Q / CONTRACTS MAILING AD SS . CONSTRUCTION LENDER�/L/C�/ Fireplace LENDER'S MAILING ADDRESS Total Valuation b e5 © c7 ARCHITECT OR ENGINEER LICENSE NO. Flin Fee $ 20.00 Permit Fee $ a/CJS a -O ARCHITECT OR ENGWEERs MAILING ADDRESS Plan Checking Fee $1;7-:3. n -o BUILOWG ADDRESS ZEZ�a- 716A Energy Plan Checking Fee S $ PERMIT FEE S 5,• m z IAT No. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other sPECL-V 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 NewIk Addition ❑ Remodel ❑ Ulililies ❑ Installation ❑ Other ❑ Describe Work: t Gas piping system 1 -5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE _ _ �✓. ELECTRICAL PERMIT Fling Fee 20.00 Main Service ''. Doa'.ss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is i full force and effect !� /� License Class -/ Lic. NO. ��a?c3 �,-�• OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ I am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' com capon myrance cg�jer and policy number are: Carrier i e C L/1 S Policy Number _ „9,;�� — o 9 — " (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person 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, 1 shall forthwith m row Date �__ Signature of Applicant - ❑ Ow"ffe—rX Contractor ❑ Agent An OSHA permit is required for excavations over 50' deep and demolition or construction of structures over 3 stories in height. Main Service .00 WEE2WA NG CCU000A so NEW cor6T. DWELLING occuP. 3.51tF°: OR ADDNS. & ACC, BLAS, I. NOMFREDSID. BRAWNIRCUT 07.50 PowoL APPARArus a SINGLE OLIRET CIR. 20 p 1.00 OUTLET OR FUTURES EX. OCCU SAL 9 ,yo Ex. Occup. O. IR .1 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 p0 ( 6 0'd PERMIT FEE S �� • B `� MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEIN $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 3 I D� HAz. D FEES IMP FLOOD CDF PARCEL PO HD ss UE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. Date Mato) Receipt No. e22a S�, (, WHITE •D.O.S.•B.0. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD•APPLICANT -Alew ALL STWC-TU OVER.HANGS S A SET BACK C (I,-F-kkR OF SITF FOR A 2 FT. F -A Ph J-33 V 7clo,6- 06 MOTE: All Materials & Workmang' ApeardmIce _bi-,p Shea BU Ul Rec0s'nized Good 0t1 ppe'.cep of a gjja,jitg q, -% I - — - , in the Uniform Buil, dilfg, PIUMbIng & MechaniCa� 99dOS and the -Hationa'i mactriew. Code. /;z Ilk A 3 AND EMU PIME INCWDING. LL BE'CLEAR OF ALL EASEIVENTS, FT. PROM tHE SIDE 'J"' IN' - -e x10 cz 'THE L HE ROP-l"D 0-1-4 E3 LINE C1. /,9 This set of plan6 and sPec18c6,ti(yns MUST be kept on the job at all times and it is unlawful to maxa my changes or alterations on. imme without permission writte mission from the Department of-Pubilo I p Works of..Utt.. Cod lel Alf lee.5 15616c1141116.1,j %\\e 4 K� 6 q4 P\� .1 11N 7 i� rcN �7-i�oy�s T �. ESIDENTIAL 036-760-024 PERMIT#97-0476 CRANE, Marlo !I S—Hunter Dr., Orov�lle Cont: Better Builders New Single Family Zu J 3 F.. i • OFFICE COPY r Address ^I ` GAS Meter By Date t E Meter BY'safe f ELECTRIC �f ' Meter By ii / Date �.-" f, I 1 f %I JOB FINALED (D te) ^ — i r r: ? ,+Signature V=OK O = Not OKNotApp} '=N tRealdyble MOBILE HOMES , Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements - Setbacks - Easements 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel 2. Soils; Special MH Support Sketch 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location-TesWall-C/O-Concrete 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg: Rfg: Bracing 4. Water, Location -Test -Easement Needed (Sketch) 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Carports; Windows -Doors 6. Gas; Location -Test -Wrap; / /'L'ft. / /Nat. or/ /"LYt./ /LPG 7. Electric 7. Well Clearance & Disconnect 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date Card B-1 Date -Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s- Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line POOLS (Plans) OK except #'s 3. Gas; MH Test-Demanda/aNe-Connector 1. Setbacks -Easements 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. Soils; Compaction -Structure Stability 5. Drain; MH Test -Fall -Flex Connector ' 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 6. Water; MH Test -Regulator -Connector 4. Elec.; Receptacles and Lighting, Distance-GFI 7. Water and Sewer Connected -C/O to Grade -HD Approval S. Elec.; Pool Lighting; 15 Volts-GFI 8. Gas and Electricity Tagged 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 9. Tie Downs -Type -Installation Cert. t 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 10. Exits; Insp.-Sketch 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtgq. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 11. Cert of Occupancy 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg: Rfg: Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI S. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtgq. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 N% = OK O = Not No OK RESIDENTIAL - = Not Applicable = Not Ready Date .,MDERFLOOR (Plans) OK except #'s on i ng-Setbacks-Easments-Flood-S lope , Main; Soils-Elec. Gmd.-/. 2f' Ftg. Depth L._Pg�Garage; Soils-Steel-Elec. Gmd/ZZP' Ftg. Depth 4. Ftg. Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts0rapped 6. Ste walls, Garage; Steel-Blockouts-Wrapped 6a. old Downs and Special Anchors Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel .V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UFS. s Pipe; Size Anchors - Yard Gas Piping; Size Test ater Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Pienums & Ducts; Clearance-Mater:al-Support-Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date 7 Card 8- Date Card B-1 Date7 Da Card B-1 Date Card B-1 PLUMB ermit) OK except #'s Water Htr.; Vent -Access -Combustion Air Baffle slwr Pipe; Test & Anchor -Nail Protection D. .V.; Test Fittings & Anchor -Nail Protection a . Shower Pan; Test, First Floor -Tub Access Date ��Test b-& Shower, Second Floor -Tub AccessTest b-& Shower, Second Floor -Tub Access 21. Date 2 as Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Z y 7 Card B-1 Date Card B-1 Dat LECTRICAL (Permit) OK except #'s 5ofr-e & Transformer Clearance -Ins. Protection EI c. Receptacles Spacing -Lights & Switches at Doors Boxes & No. of Conductors Stapled . Rwnex Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 26ppliance Circuts in Kitchen & Conductor Size GFI Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Ran je Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral n Yes f1 No (Single& Duplex) Date,—FRAMING (Continued) gers-Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-roff Brac.-Truss-Shting: Rfng. ece Ties or Type A Flue -Fireplace Throat clearance ¢9!1�tIic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bran. Windows or Exiting Doors -Sill Hgt. & Dimensions �ge Fire Protection Framing 52.�'foperty Line Firewall & Openings 6-57 _�o:- Doors -One 3' -Check Garage 3rd Story, 2 Exits sr'yrs; Width -Headroom -Rise -Run -Landing -Fire Protection St-t�ow on Roof Overhang -Attic Vents -Rafter Outriggers 6e'Nailing Veneer 451"-Stuc esh-Drip Screed -Fd. Vents-Underflr. Access 14.7j Area -Glass Protection -Skylights -Plastic !� Walls; Nailing -Bolts r all Panels I nsulation-Wa IIs -Ceilings 62. Infiltration -Walls -Windows D ' ;�� Card B-1 Date Card B-1 Date Card B -i/ Date Card B-1 Date IF (Plans) OK except #'s G� Ex J.Steps-Door & Sidelight Protection -Landings 6 urnace; Vents -Clearance -Comb, Air-Conector- V Ia,G-d age; Above Floor -Ducts -Meth. Protection rBath Fixtures & Tub Access -Spa __�69 Elec. Trim & Subpanel, Breaker Sizes & Labels replace or Stove, Clearance -Hearth Outlets at Wood Panel, Int. & Ext. C__Z9_K1E�xt. &Appliance; Ground. -Air Gap Cooking Clearance %--?S—Elec. Outlets & Recepticales at Kit. Counter Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In G rage; Above Floor-Mech. Protection ec. & Mech. Equip. Listed for Location t,118. EI ece tacles in Garage G.F.I. -Romex Protection Insulation -Foam -Looked in Attic u rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor n Yes bllowing I d./Drive Ves 0 No/Walks D*es 0 No/Planters 0 Yes 0 No 83. S o Brown. -Finish A. Unit Disconnect, Electrical -Plumbing C_-nts Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 8 ater I, Disconnect, Electrical, Plumbing 87.rior Elec. Trim, G.F.I. Receptacle -Underground 8. Vent Throuaht House 90 or ions from Previous Inspections Gas T - ete Tagged, Gas -Electric ter wer Connected -C/O to Grade -HD Approval r93 ergy Compliance Certificate -Other Certificates it Date and B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date and B-1 a Card B-1 Co nts ainal: 31. Se ice -Riser Conductors & Ground -Main Disconect 3 . quip. Clearances Panels-Motors-Mech. Epuip. 3 hes Closet Light -Shower Light -Spa Light �3 Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ECHANICAL (Permit) OK except #'s 9,0. Ducts Insulation & Support YpAt Fan, Exhaust above insulation ndensate Drain & Overflow, Size & Grade fiance -Vent Access -Comb. Air -Return Air Vent 115 outlet -Vo."Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date,FRAMING (Plans) OK except #'s roper Materials & Anchors _ \Y496ASStuds-Nailing Spacing & Braces -Plates -Sound Bea 'ng Walls over Girders & Floor Nailing r Stop in Walls (rat proof) ire Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing (Single& Duplex) Date,—FRAMING (Continued) gers-Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-roff Brac.-Truss-Shting: Rfng. ece Ties or Type A Flue -Fireplace Throat clearance ¢9!1�tIic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bran. Windows or Exiting Doors -Sill Hgt. & Dimensions �ge Fire Protection Framing 52.�'foperty Line Firewall & Openings 6-57 _�o:- Doors -One 3' -Check Garage 3rd Story, 2 Exits sr'yrs; Width -Headroom -Rise -Run -Landing -Fire Protection St-t�ow on Roof Overhang -Attic Vents -Rafter Outriggers 6e'Nailing Veneer 451"-Stuc esh-Drip Screed -Fd. Vents-Underflr. Access 14.7j Area -Glass Protection -Skylights -Plastic !� Walls; Nailing -Bolts r all Panels I nsulation-Wa IIs -Ceilings 62. Infiltration -Walls -Windows D ' ;�� Card B-1 Date Card B-1 Date Card B -i/ Date Card B-1 Date IF (Plans) OK except #'s G� Ex J.Steps-Door & Sidelight Protection -Landings 6 urnace; Vents -Clearance -Comb, Air-Conector- V Ia,G-d age; Above Floor -Ducts -Meth. Protection rBath Fixtures & Tub Access -Spa __�69 Elec. Trim & Subpanel, Breaker Sizes & Labels replace or Stove, Clearance -Hearth Outlets at Wood Panel, Int. & Ext. C__Z9_K1E�xt. &Appliance; Ground. -Air Gap Cooking Clearance %--?S—Elec. Outlets & Recepticales at Kit. Counter Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In G rage; Above Floor-Mech. Protection ec. & Mech. Equip. Listed for Location t,118. EI ece tacles in Garage G.F.I. -Romex Protection Insulation -Foam -Looked in Attic u rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor n Yes bllowing I d./Drive Ves 0 No/Walks D*es 0 No/Planters 0 Yes 0 No 83. S o Brown. -Finish A. Unit Disconnect, Electrical -Plumbing C_-nts Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 8 ater I, Disconnect, Electrical, Plumbing 87.rior Elec. Trim, G.F.I. Receptacle -Underground 8. Vent Throuaht House 90 or ions from Previous Inspections Gas T - ete Tagged, Gas -Electric ter wer Connected -C/O to Grade -HD Approval r93 ergy Compliance Certificate -Other Certificates it Date and B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date and B-1 a Card B-1 Co nts ainal: COUNTY OFBUTTE - DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroyille,°California 95965 - Telephone (916) 538-7541 D P RMI NO (Rev.12/96) APPLICATION AND PERMIT ' ASSESSOR PARCEL NUMBER 36-76-024 ZONING AR BUILDING PERMIT OWNER MARLO CRANE TELEPHONE 533-1765 SO. FT. OCC. BUILDING VALUATIO UIJ7 , • OWNERS MAILING ADDRESS 528.00 CONTRACTOR'S NAME JOHN STARR TELEPHONE 589-2574 222 cov- 2,886.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 11 ARCHITECT OR ENGINEER LICENSE NO. Filen Fee $ ' F �• Q - Permit Fee E 699.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 45-47.3-5 BUILDINGADDRESS23.00 HUNTER DR Energy Plan Checking Fee - $ $ OROVILLE PERMIT FEE $ LOTNO. 1 SUBDIVISION'S NAME KYTE PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑X Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New §] Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 RET)R().QM 2 1.19 RATH Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I W IQ20.00 PERMIT FEE $ 157.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service ioono.LEN 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class („rN Fw LIC. No. OWNER -BUILDER DECLARAT N I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO IOooA 46.00 WEE200A NEW CONST. / DWELLING UP. OR ADONS. \ a ACC.sLOS. SO 3.5¢x: 89.95 S. UET NON -R SNEW ILDT ANCI0U2 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. OUTLET OR FIXTURFS Ex. Occup.BAL_ 20 Q 1.00 p .so Ex. OCCu . o;nLEE°�APRRESIp.o� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE 132:95 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' comps sationi surance carrier and policy number are: Carrier •ah �,.Lh $',�i Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall notemploy any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X _ __ Date /�? %% Signatu of pllcant - 13Owner tractor E3Agent An OS:perrVit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT 'Filing Fee moo Heating 25.00 Cooling25 90 Hood 6.50 6.50 Ventilation 1 4.50 4.50 PERMIT FES $ 81. 00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ CONSAPKE AL FE - $ 3.30 HAZ. FLOG CD ARC PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutlons Yo do work indicated above for which fees have beeni pard. , i7 By ateG PERMIT EXPIRES ON Z z/ Dal Receipt No. 210249 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT (Rev. 12/96) COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oreille, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT �2 2-- e -�7(- ASSESSOR PARCEL NUMBER _ V (J ZONING )�f_ BUILDING PERMIT OWNER s1 t o rcc ev TELEPHONE " 1-745 SO. FT. OCC. BUILDING VALUATION 6 9 61 OWNER'S MAILING ADDRESS CONTRACTOR'S NAME 30�V A) S �� TELEPHONE ' 9��s-7 CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuatlon ARCHITECT OR ENGINEER LICENS E NO. Filing Fee $ 20.00 Permit Fee C- D -o ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee $ § L • 35 BUILDING ADDRESS N 7'�/ Energy Plan Checking Fee $ 3 n --o PERMIT FEE $ 1 q LOT NO. SUSDNISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fes 20.00 EOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 -7 Solar or heat pump water heater 23.00 Water piping ,- Each gas water heater or vent> Gas piping stem 1 - 5 outlets 15.00 15.00 15.00 °-C, ' TYPE OF WORK New Q' Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: t22 Q L � � � ��.� �Cr� � !n Building sewer 15.00 Mobile Home S G W @20.00 t . PERMIT FEE ELECTRICAL PERMIT $ c_ Fling Fee 20.00 EOOV OR LESS Main Service 20.AORLESS 23.00 l� LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury on€ of the following declarations: 0 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service TO 46.00 WEE200A CCU000A NEW CONST. DWELLING OCCUP. SO. n OR ADDNS. ( 8 ACC. BLDS. 2 3.5Q FT. , NEW CONS MULTI.OUTLET NON RESID. ANC , @7.50 TLIs d SINPowGLEER APPARAOUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 2O 9'.0° BAL 9 .SO Ex. Occu . °uTEETS AFUs�iD.°EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 _ PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating I A 6-- Cooling Hood 6.50 5 Ventilation I'(5 2 a — PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee CONS PE dT FEE $ Z. D,F P L OD F C HD ISSUE This permit is hereby issued under the of the Butte County Code and/or Resolutions indicated above for which fees have By PERMIT EXPIRES ON applicable provisions / to do work V been paid. /� / e, -,-)L9 Date (Date) I ReceiptNo. o� WHITE-D.D.S.-B.D. CANARY -A SESSOR PINK -INSPECTOR GOLDENROD -APPLICANT r'. - i;. 14c-t.''a�,'{ r 4 , \ � , •S h1 > f ti 1 c COUNTY OF BUTTE DEPARTMENT -OF D$VELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 y PERMIT APPLICATION DATA SHEET r" OWNER: .V' -L. ASSESSOR PARCEL NUMBER: 7L — O 24 Proposed Bui ding Use:' s Building Inspector: Date: }� At time of permit application, I y&s advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted .------------------------------------------------------------------------------------- ❑ 2. Plot plans, 3/4 sets, signed by the preparer of plans. 03. Com lete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. E eered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5 . eered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ nergy Design Compliance and supporting documentation.---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ❑ 8. Hazardous Material O.,fees of instructions including Tie Down Specifications ------------------- as sho on the—attached schedule. -------------------------------------------- ------------------- 3 -' t S'' 9/1 ent of Forestry plan approva ees. - •'---� 0--------------- 1113. ----------- ❑13. Flood elevation certificate. --------------------------------------------- gr . Sanitation and plot plan approval, pRk Health Department. Ell 5. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. -------------------------J ---------- =--------- ❑ 1 J.,Planning approval for (A) Use: (B) Parking: ----- %-------------------- V�Encroachment ontact Land Development about ❑ Improvements, El Drainage, Legal Parcel. ------=---------------- 7l� 2_E Permit for driveway (construction approval prior to occupancy). --��-- - --- `� ��❑20. Pre -inspection for required Request to Building Inspector on ❑2 tractor's license information. (Number, Name Style, Classification). ----( ----------------------------- Workers' Compensation carrier and policy number. -------------------------- ------------------------------- 023.0 er-Builder Verification (Given to owner El, Mailed to owner 0) - -----F-------------------------------- Q?24.,Pfter of signature authorization.------------------------------------------------ --------------------------------- Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑ 26. Letter of intent on building use. ---------------------------------- ❑ 27. Manufactured Home utility clearance. -------------------------- ❑28. Existing violations and/or expired permits. --------------------- 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ ❑30. Other -Z ) a (Date) Whe ou issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. Telephone 3 3 7 and hold for pickup atOCO office. ❑ Deliver with inspector. Applicant: _1 Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Po utio Date:_ By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Oth v _ -�. Dater By: yN� 3 _/a -s 1. Index permit application for the above items numbered: 1 1 ❑ Plan Check List 2. Additional items required: _ Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mil, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building,Dk ision counter, by Date: `+.. Plans reviewed by: Date: Plans approved by: Od° Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date:+ Yellow Copy - Department of Development Services, Building Division. I COUNTY OF BUTTE l DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE. CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER (. ra z e- A.P. N PROPOSED BUILDING USE ',I/,0_,J DATE Z REC # DATE REC 1. BUILDING PERMIT FEES -- Balance Due ........ $ .. -- Additional Fees Due ........... $ -- Additional Fees Due ............ $ -- evised Plan Checking Fee ....... $ 4*2. SCHOOL DISTRICT FEES . 0 (paid at District Office) S3. HERIFF FEES FEES (paid at Building Division) Residential'........ I x $360.00 $ J/ 0 ,ems 3-1-1-57 Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit),. x = $' #Units Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $425.00 (paid at Building Division) . . SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 09q2- .8. - ` • 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking'. process. APPLICANT 0 DATE - S- 97 Original -Owner Copy-Buil 'ng Div. (Rev. 12/96) RESIDENTIAL PLAN CHECKING GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: BUILDINGP ER: PLAN CHECKER: _ s%CJ A P. NUNdBER: Zoning requirements: (side yards and number of permitted living units). Valuation. Plans signed by designer. Proper description of work on application. Existing violations on property. 4 Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). - Recorded notice of violation. MAM Complete parcel size and dimensions. Setbacks, side yards, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. V.- Building or utilities across lot lines (Record form). FLOOR PLAN: Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size and closer (Section 302.4). Minimum of one 3'0" exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. Fireplace construction details and calc. if necessary. Garage door and/or porch header sizes. Stud heights. Adobe soils - special foundation design. Retaining walls requiring design. Special Inspection requirements. Header size. Sheetrock nailing inspection required? July 1996 3.2 hUSCELLANFROUS IMMS To LOOK OUT FOR Stairway details: landings, rise and run, head clearance, handrails (Section 1006). - Guardrail details (Section 509). Brick or stone veneer (Section 1403). Exterior plaster - weep screeds (Section 2506). Proper roof pitch for roof covering (Section 1501). Roof covering type - (fire hazard). Foam insulation - protection. 36" halls and stairways. Living area over garage - complete I -.hour separation required on garage side including supporting walls and posts. Two exits on three - story dwellings (Section 1003). 1 Underfloor access and ventilation (Section 2317.7). Attic access and 'ventilation (Section 1505). Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. ,W"— Energy design. Flashing at all exterior openings. C.D.F. responsible area requirements. W'j L li 6r�/1 July 1996 e 3.3 Z0'd 1U101 PERMIT NO: 9-97 Lake Oroville Area Public Utility District 19W EI& sbas OROVILLE, CALIFORNIA 95966 ' 533-2000 DISTRICT APPROVAL AND, VERIFICATION OF INSPECTION BUILDING SEWERS This verification form must. be submitted to the. Butte County. Department of Public Works Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by Lake Oroville Area Public Utility District, must be submitted to Butte County. Date:h.1Z.-1.4-A 7 Applicant: MARLA CRANE (Better Builders Constr.) Applicant Address: 62 Hart Drive; Oroville. CA 95966 Applicant Phone No,: 533-1765 589-2574 Property Location (s): 75 Huncer Drive Rvte Subd - Copley Acres -Trot #1 A. P. No. (s): 36-76-24 Fees due: ALL feed paid. Application for service approved: LAKE .OROVILLE AREA PUBLIC UTILITY DISTRICT Inspection(s) ma and successful' test(s) observed: 9 Location: Date: By: Lake Oroville Area Public Utility District release to close permit: neto• Rv• _ t0'd-a -n - d "d -0 - -1 90:G0 G66Z—t7?_-8UW L0ERF E IhJSU-LATI0N 891 =560 F'_ 01 LOERKE INSULATION CO., INC. INSULATION CERTIFICATE: 7Skuntar t7r- Oroville ui1fy SCRIPTION OF INSTALLATION -?OOF `"hickness (inches) Brand Name Thermal Resistance (R -value)_ :;EILING .1att or Blanket Type_ -_Fiberglass Batts Brand Name Schuller Int. _____ �'hickness (inches)_ 10.25" M Thermal Resistance (R -Value) ' R30� 4 :-nose f=ill Type _ �w Fiberglass Brand Name Schuller int. :ontractor/s min. installed weight/ft sq. 644 t}�_ Minimum Thickness 13" — inches. .Manufacturer"s installed weight per square foot to achieve Thermal Resistance (R Value) R30 EXTERIOR WALL Material Fiberglass Batts...._. thickness (inches,._.. '�AISED FLOOR Material _.Fiberglass BattsThickness (inches) ___-- :AA13 FLOOR / PERIMETER Thickness.. 'erirnator Insulation Depth (inche. JJ OUNQATION WALL Materia! I'hickness (inches) _ Brand Name .Y $-chW er Int. ------.... ------ -- -- --- Thermal Resistance (R -Value)_... R13JR19 -_-_ Brand Name Thermal Resistance (R -Value) Brand Name - Thermal Resistance (R -Value)._ --__ __._., ...-....._ Brand Name _..---..__--._..._..�..,._ .. Thermal Resistance i -I'_t;L.ARATION hereby certify that the above Insulation was installed in the building at the above location in conformance with the current Energ Efficient Standards for residential building (Title 24,Part 6, California Code of Regulations) as indica ed on the certificate of compliance, where applicable. L.0499150 � � LOERKE INSULATION CO., INC. Itcrri #s' Sig4au, ae '6-11 .� Y�nstai ii'n bcoontracto� 1 o. Name) Or General Contractor (Co. Name) Or Owner Iiern f#s Signa ure,TSa e Man) #s ST nature; Cia�e - -�� ns along--Suabconntractor ttCo. flam4 br General Contractor (Co. t�tame) Or owner 7-y .Ar -COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT, SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA�(916) 538-7541-.. 747 Elliott Road, Paradise, CA - (916) 872-6307, CORRECTIO W14.0TICE OWI`�`EW PERMIT NO. A routine inspection indicates that the following Viq ations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional e;pla'nation, ple a act this office immediately. 0& 14-1 '41 ' COUNTY OF BUTTE BUILDING DIVISION ;DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 9 County Center Drive, Oroville, CA - (9,16) 538-7541 ' 747 Elliott Road, Paradise, CA - (916)+872-6307 CORRECTION NOTICE 74� !7Z OWNER PERMIT NO. ' A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this off immediately. ` 3 T Date / Inspector REV 10 :K e Date / Inspector REV 10 LAND DEVELOPMENT - BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. Dg KY -re L PAI AP -W Sr= OWNERS I A.P. (33� l lU D — �� NAME: � � NUMBER:" ` � PRINT LAST NAME FIRST COUNTY ZONING �• '� DESIGNATION: A FLOOD ZONE: FLOOD MAP: 3769 APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLE PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: COMMENTS/CONDITION MAP INFORMATION: LEGAL ACCESS REQUIRED: YES NO YES NO I< YTE SIJd. DATE OF RECORDING Z Z 8 S LOT BOOK 1 Z PAGE 96 COMPLIANCE WITH OLD SUB ION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. _ 2. Maintain a ft.building setback from right-of-way/centerline of 3. Comply with Zoning code for building setback from road. 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 7X'�. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. 8. Connect to a public water supply. 9. Connect to a public sewer system. 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the 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 Fire Department specifications, serves the parcel. 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) 13. Obtain approval from the Department of Fish and Game for vegetation removalp Contact Fish & Game at 916-355-7010. _ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Arba Traffic Mitigation Fee Agreement. Payment to be made to the Pllamzkg Divw on. 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed- on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. 1.9. 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. _ 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. 22 23 24 25 26. wa lMd®93R30 ONr 3.uns 1.661£dadW (33 = i � LD 7/96 CAWP51 \FORMS.K\BLDGPERM.CLR PlAR-14-57 FRI 03:12 PH KELL`r.F.IDGE.REAL T`i' 15165852542 F.0 : —�rordrr. Oijociatej RELATIVE '....:.. arnfrart FOR ::.:.' Client ` Owner P.O. Box 1576 Oroville, CA 95965 916/534-1911 CIVIL ENGINEERS LANDSURVEYORS Location .� I-�1 Nit�Z R,� t� �P AP No. 3 b-1 • Z4 Type of Construction 1&3I 4 )whY-9/t j Equip. for Compaction (-oO'L6 CAddy11� SI'11 1 i I le�1� Personnel Present f VIII DD&\0 M4 _3&) OperatorAl2 Sketch: Sch _ - �� l�. - A!�•V�;�i��i-' _oma_ 6A ` 1 /AM=A 3=1i�t7 3-�1 Ql 02, _ SOIL Opt. Wet Opt M Opt Dry 11 L— Opt M%1'1 MS cj• y"b2- Prev. M COUNTS DS_IM fM Avg. S Test No. 1 2 3 4 5 6 7 $ 9 0 Biw. FG Time Depth t�U T "(JT 5,0i 3"Or J''p) MC - . 21 IOU Vs 214 1 °1 DC M5 Wit bbg 19616 -165 W D 1314 29 •o 'Sb '.Z a2.1 DD I11 q ll.Z It, l Ito, i , M �9 �� Iq.S IQ.1 (, % M \`ills 1� .o Rel. Wet Rel. Dry ( 95 9 0 U Comments: 3-13-Al lam• Flu 0"11Y ltzrs 06, 45-1 m 0 - "ft)o> Tic '5411.4 Approved: ftf-j D .arnhartrorVn='��iociateJ " A &d-9. Cor —6. 1881 A. Robinson Street P.O. Box 1576 Civil Engineers Oroville, CA 95965 916/534-1911 Land Surveyors OPTIMUMAOISTURE���,.::. DENSITY. TEST ASTM D-1557 NO. 1 2- 3 4 5 Mold + Soil = 3932 4114 3905 Mold (GM) 2032 2032 2032 Soil ;. (GM_) 1900 2082 1873 Mold Vol. (ft.3). 1/30 1/30 f/30 Unit Wet Density lbs./ft.3 125.7 137.7 123.9 Pan Number 1A 3A 12 Pan + Sample (wet) 439 422 421 Pan + Sample (dry) 401 382 373 Pan Grams 153 155 166. % Moisture 15.3 17.6 23.2 Unit Dry Density lbs./ft.3 109.0 117.1 100.6 Comment: Native Fill Material Red Brown Silty Clay Date: 3-13-97 Client: Better Builders Project: Job No.: 97023 Material Source: Native Maximum Density = 117.1 PCF @ 17.6% M.C. Performed By: Alan Brown j COPLEY ACRES, UNIT 2 , PHASE / 80 )IU'OF THE E 1/2 OF NE 1/4 OF SECTION 22, T19N, R4E, M. 0. B. &M. N 89045'00" E XYTE SU. O1V151ON 196.13 174.E .40 3 4 0 4 2! 26 a13 C. •.326AC. 0.39.aC 196- az 205.81 z o 5 2P 28 0+ � ,. .326AC ^ 0.36AC 25 . 414 AC. 173.60 IB9.B3 19 6. 71 6 h 23 29 .326AC. Cc 6 24 O MOR 95-63 35AC 414 A C. N 89° 45'00"E 173.3 4 41.15 1 69.75 — ----— 'S.'� 69.00 69.75 PM93-94 N89045'00'*E 196.97 I 8 13 14 15 16 /? cv rn obi .19AC •22AC O 15 N l6 �' 17 _� N 197.17 ti HUNTER _. I-ANE W 19732 Occ z8 10 O 8 9 g ti 7 6 0 5' MOR 85-89/91 197.47 75.00 69.85 651 B6 69.50 75.36 N 89" 45'00*'8 860.51 ;�, l•',II Imo'-f- 7 ' •I •�%':7: ' •• •-j i7 78 FEB 1989 ;3 24 SEP 1994 39,90891, lONovemoer 1982 i Job number >>E97014 8:45 AM 3/19/97 /- Structural calculations for Project >>Marlo Crane Plan >>Custom Name >>Better Builders Construction Address >>Oroville, California Architectural Engineering Specialists 20 Constitution Drive Suite A Chico, California 95926 (916) 895-1125 (916) 893-0532 Fax Note: Reference plans by others. No judgement or opinion is rendered or implied regarding aspects of this structure not specifically noted herein. 9 CavtHoj be hvacxrl ham, 21 piemdp 9LZO' 66ZO' 9£ZO' OZZO' EOZO' 001 6uTpTTnq ;o spaa moi; APAP sa6pTl PIeminO ZSiO' LETO' OEiO' plemuI S910' OSl0' pup slauloo 6uTpITnq moi; Aemp sTTeA pipmaa3 PIPAuI 0110' 3008 DIF ZETO' OUT s6ueglaeo jnoq;TA sajel Io saeP3 pjpmdn ET60' 6LEO' MO' OEEO' SOW WE SIMM ZETO' ZZIO' OZ'T sain;ani;s TIV 6uTplTnq }P sa6pa low pap saeea 10 SZN3N0dW03 b3 aNV SZN3W813 LL00' TL00' OL' sbuTpTTnq ;o spaa ;e sa6pTl 1008 pleAdn 9810' 6410' 1110' 80£0' SOW 081- saxpl Io saeea 6600' 2600' 06' ZT:6 ueU ssai 0; ZT:Z adOIS ;e s6ueglaeo Io saTdou?3 PIPWO 9LZ0' '6tZO' 9EZO' OZZO' EOZO' 00'Z MUM TIPA + SW31SI.S S3I11nNIIK03SIa a N V S9WV83 I SV38V I V 3 0 1 z pIPAInO OZZO' 6610' 6810' PIeminO ZS10' LETO' OETO' PIPAano/PIPAaI 6Li0' Z910' 6Si0' PieminO OZZO' 6610' 6810' PIeminO ZSiO' LETO' OEiO' plemuI S910' OSl0' Z6T0' PIPA;nO 9600' L800' 1800' 8110' SZIO' OTT0' plpmuI 1600' LE00' SEW Io pIPAInO 6ZT0' ZITO' 9010' PIPAgnO 9600' L800' [800' 9LIO' 1910' 09'1 ZI:6 ueq; ssai adolS ZETO' sain;onus uad0 TZTO' ZITO' OT'T ZT:6 upgq ssai adoTS SS00' IS00' OS' sain;onus pasoT3u3 sTTeA pipmaa3 PIPAuI 0110' 3008 DIF ZETO' OUT s;adeled 9LT0' 1910' 09'1 sarn;anus uad0 TZTO' ZITO' 01'1 sain;oni;s PasoToa3 ZETO' ZZIO' OZ'T sain;ani;s TIV I I v A SZN3N0dW03 b3 aNV SZN3W813 LL00' TL00' OL' Sj00J ;PT; PUP abptl o; Ialleled puTA LOIO' ZOTO' a0 " TP404 ;008 TE00' 1100' 01' ZI:6 UM ssai o; ZI:Z adolS 6600' 2600' 06' ZT:6 ueU ssai 0; ZT:Z adOIS 100J pIPAPuTA LL00' TL00' OL' 1001 ;el; Io piwa3 abpTI o; ielnoTpuadiad putts + SW31SI.S 3008 6LT0' Z910' MTV DIF ZETO' ITeA Te;oy PIPWO 6900' Z900' 6S00' SS00' IS00' OS' sTTeA pipmaa3 PIPAuI 0110' 0010' 6600' 8800' TOOF 08' sTIeA PIPAPuTA S I I v A b3 68' 9L' ZL' L9' Z9' a0 uoT;dTlosap AlgmassV <l06> <10[> <ISZ> <10Z> (ISI -10>. .I8 uoT;oalla + SW31SI.S a N V S9WV83 A8VWI8d saal6ap LS'9Z < 0 Zi uT 00'9 < qo;Td ;oo8 ;sd 06•gl < sb qdm 00'08 < paads puTA ones 00'1 < Io;oe; aoue;Iodml g < ainsodxg « uoTIdtlosaa saingonl;s uo sainssald puim 56=8-8 nab LOWE WV SUL £VZUM< alT3 if ......... .. Im -e py 3,1 I COLLCTR2 7:42 AM 3/19/97 ------------------------------------------------------------------------ Rev 2-13-94 Collector design ------------------------------------------------------------------------ Description >>Line 1 ---------------------------------SUMMARY-------------------------------- V1 > 1.140 kips V2 > kips Length subject to V1 > 40.000 feet Diaphragm shear due to V1 > .029 kips/ft Length subject to V2 > feet Diaphragm shear due to V2 > kips/ft Shear per foot - shearwalls (v) > .190 kips/ft <Sheaiwall v> Segment W/O Wall Opag. V1 V2 Force 18.000 0 18.000 y .000 6.000 w 6.000 y -.513 16.000 o 16.000 y .456 97_009'1817, R And when recorded mail to: ec Fee 6.00 I COP Building Division Recorded1. 00 Official I Cash 7.00 #7 County Center Drive Records I Oroville, Ca. 95965 County of I Butte I Candace J. Grubbs I Recorder I 2:22pm 18 -Mar -97 I PUBL XX 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires 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: ,4? 6 3(.- 7&0 - o;j y _ 000 Xy e,J Date: / PROPERTY OWNERS: Static of California ) Country of pyx ) eefore me, Sa--l`7 personally appeared /`/���) Cf �f%� personall. known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they-executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal SUSAN FATTAL COMM. i 1 M RI M08 LoMw,em-4 Notary Pulge — CaLlaff0 Signatu / Seal: BURECOUNN y Comm. E)q*aAPRU 1999 A.P.# School District . A.P. Number Property Owner -�q;B,UTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per, Building) Building Department No. Jurisdiction:CityEO County Mal- 16 ��a •� -c Property Location/Address----- /�`t A -e ¢�' R �,� 4-e- Lot No. Subdivision Residential Development 4 Sq. Footage ' 8-7 No of Living Mobile Home Addition (Group R) Units Installation Commercial/Industrial 2 Building Department Representative Sq. Footage New Addition (Including Exterior Roofed Areas) r vians reviewea oy acnooi uistnct rersonneU Date District Identification No. 6 v , ll e E% fpr oe School District certifies that In/,Z Y /U ,( (Applicant) (Street Address► (Phone Number) Oro U ; 1 fix• (City) (State) (Zip Code) p has complied with the requirements of Resolution No. g� / l0 — Q d by payment of $ representing 1 square feet. B 2926 $ ULL MITIGATION $ p zL .,--/ -97 School District Representative Date Paid by Check # `/ Remarks: '- j�s-//,;?/D Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (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 12/971amm' CERTIFICATE OF COMPLIANCE: RESIDENTIAL --Front Page 1 CF -1R Project Title............ CRANE RESIDENCE Cavity Date........ 03/18/97 Project Address ........ HUNTER DR. Type W. Y:W.i AY � _-.__.- __ _____' __-__-•- R. -value OROV1.LI...E, R -value *v4.50* i � �`� 7(z, Documentation Author ... GARY HAWK INS Bruno & Hawkins R-17.8 Bui l qng Percg i t # � R-21.8 20 Constitution Drive, Ste- 1 Plan Check; / Date Wood Chico, CA. 95973 R-0 _ _ _ -------- _(916) 0.065 (916) 895-1125 Wood FieldTCheck/ Date Climate Z.one........... 11 0.039 _.---_----_-_-___--_-__ Compliance Method...... MI:CROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -9719 Wt1••r•-•CTZ11S92 n /a Progran-r--FORM CF -1R Usp-r#-MP0666 User --Bruno & Hawk -ins Run -1874 sf P1 AN GENERAL. INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ........... Building Front Orientation. Number of Dwelling Units... Number of Stories ........... Floor Construction Type.... Glazing Percentage......... Average Glazing U-valr.,re..... 1'874 sf Single Family Detached New Front Facing 90 deg (E::.) 1 Slab On Grade 14.1 % of floor area 0.59 BtA.r,/hr-sf-F Area Orientation (sf) --Front BUILDING SHELL. INSUL-ATION Cc)mponent Frame Cavity Sheathing In=u1 Assembly Type Type R. -value R -value R -value U -value Wall Wood R-17.8 R-4 R-21.8 0.050 Wall Wood F,-17.8 R-0 R-17.8 0.065 Roof Wood R-30 R-0 R-30 0.039 moor n/a R- 0 R.-rr/a R-0 0.330 Sl abEdge n /a R-0 R-n/a R.-0 0.720 S1abEdge n/a R.-0 R-n/a R.-0 0.900 S1abEdae n/a R-0 R.-n/a R-0 0.500 SlabEdge n/a R.-0 R-n/a R•-0 0.550 Area Orientation (sf) FENESTRATION # of Interior U- Parr- Shading/ Value -es- Description 0.600 --Front Window (E) — 40.0 Window Front (E) �0.0 Window Left. ✓(S) v 9.0 Window Left ✓(S)✓ 8.0 Window l._eft(S.)✓ 10.0 Window Bac kl%) ✓ 30.0 Window Back:.t/(W) 40 . 0 Door- Bacic L,, �)'� 2.0 . 0 Window Back V(W) 14.0 Door Back &se(W)c/ 20.0 FENESTRATION # of Interior U- Parr- Shading/ Value -es- Description 0.600 2 Drapes.Std 0.600 2 Drapes.Std 0.6'00 2 Drapes.Std 0.600 2 Drapes'*Std 0.600 2 Drapes.Std 0.600 2. Drapes.Std 0.600 2 Drapes.Std 0.550 2 Drapes.Std 0.600 2 Drapes.Std 0.550 2 Drapes.Std Location/Comments FRONT, LEFT, BACK BACKI_.EFT, RIGHT GARAGE. ATTIC FRONT, TO GARAGE OUTSIDE OUTSIDE GARAGE GARAGE , 6 Exterior a4,4/ �mi ng Shad i n i�nsType 11onl(?�' Yes Vinyl Nor e ems. Vinyl Wr_ie None Vinyl None Vinyl Nope None Vinyl None Yes Vinyl None Yes Vinyl i`lone Yes Wood None Yes Vinyl None Yes Wood CE=RTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title............... CRANE. RESIDENCE Date......... 03/18/97 MICROPAS4 v4..50 File --9719 Wth-CT211S92 Program -FORM CF -1R. User#--MP0666 User -Bruno & Hawking= Run -1874 sf PLAN ------------------------------------------------------------------------------- Area U_ Orientation (sf) Value --- Window Left (SW) 14.0 0.600 Door Right. (N) +1 '.0. 0 0.550 FENESTRATION ------------ # of Interior Pan- Shading/ es Description ?__ Drapes.Std 2 Drapes . St.:d THERMAL. MASS Area Thickness ..type Exposed (sf) (in) SlabOnGrade Yes 460 4..0 SlabOnGrade No 1414 4.0 HVAC SYSTEMS Exterior Shadinca None None Over -- hang/ Framing Fins Type Yes Vinyl Yes Wood Location/Comments ------------------------- ENTRY,DINING,KIT,LAVS,LA TYP SPECIAL FE ES/RE.MAR.KS T. $ -------- Minimum Duct Duct Thermostat Equipment Type Efficiency Location R -value Type Gas 0.780 AFUE Attic R.-4.2 Setback AirCond 10.00 SEER Attic R-4.2 Setback WATER HEATING SYSTEMS ------------------------ Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value SPECIAL FE ES/RE.MAR.KS T. $ -------- CERTIFICATE OF COMPLIANCE: RESIDENTIAL_ Page 3 CF -1R Pr-o.iect Title:.......... CRANE RESIDENCE Dat.e........ 03/18/97 MICROPA:34 `.4.50 File --9719 Wth--CTZ11-;92 Program -FORM CF -1R User41-MP0666 User ---Bruno & Hawkins Run -1874 sf PLAN x0I`uf2sff3►Ii 2l r%1009ZI" This certificate of compliance lists the building features and performance specifications needed to comply with Title -2.4, Parts 1 and 6 of the California Code of Regulations, and the administra-Live regulations to implement them. This certificate has been signed by the individual with over-all design responsibility. When 'this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature -I_hat is varied is indicated in the Special Featur-es/ Remarks section. DESIGNER or- OWNER Name.... MARL.O CRANE Company. Address. HUNTER DR. OROVILLE,CA. 95966 Phone... 916--533--1765 License. Signed. (date) ENFORCEMENT AGENCY Name .. Title... �} Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... GARY HAWKINS Company. Br-uno & Hawkins Address. 20 Constitution Drive, Ste Chico, CA 95973 Phone... (916) 395--1125 Signed. �k%".._._--3,18_ � / (date.)... MANDATORY MEASURES CHECKL..IST: RESIDENTIAL Page 1 MF --1R Project Title.......... CRANE. RESIDENCE Date........ 03/18/97 Project Address.......... HUNTER DR. OROV1.LLE *,v4.50* Documentation Author. GARY HAWK INS ******* I Br_r'i 1 d'i ng�Perm`i t # Br-urio & Hawkins 20 Cons+itr..ition Drive, Ste 1 Plan Check / Date CA 959,73 (916) 895-1125 Field Check./ Date Climate Zone ........... 1 1 Compliance Method__..... MICR.OPAS4 v4.50 -For 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -9719 W•t1­r-CTZ11S92 Program-FOi-(M MF -1R Userii-MPb666 User -Bruno & Hawkins Run -.1874 sf PLAN Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance.. When t.:h`i's checklist is incorporated `into the permit documents, the features rioted shall be considered by all parties as binding minimum component:, performance spec`ificat`ions for the rnaridatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a) : Minimurn R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. _`.✓_.__._. *150(c): Minimum R.-13 wall insulation in framed walls _> (does not ;apply to exterior mass walls) . *150(d): Minimum R-13 raised floor insulation in framed floors; _ minirnr..rrn R-8 `in concrete raised floors.. 150(1): Slab edge insulation - water absorption rate. no greater than 0.3%, water vapor transmission rate no gr -eater -than 2.0 perm/inch 118: Insulation specified or installed meets CEC qualify standards. Indicate type ;end form. / 116-17: Fenestration Prodr..rcts, Exterior Doors and Infiltration/ exfiltra•tion controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. r.... Exterior doors rind windows weatherstripped ; :all ,joints and penetrations caulked and sealed. / __✓ _ �^ 150(g): Vapor- barriers mandatory in Climate Zones 14 and 16• on Y. 150(f): Special infiltration barrier installed -to comply with �^ Sec . 151 meets CEC quality standards .:UTw 150(e): Installation of Fireplaces, Decorative Gas Appli6nces and gas logs 1. Masonry and •factory -built. fireplaces have: 13MM ;F{��j(:: a. Closeable metal or glass door �.y r. b., Outside air intake with damper and control - C. Flue damper aid control 2. No cont.i nuous burning gas pilots allowed. ✓ MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... CRANE RESIDENCE Date........ 03/18/97 MICR.OPAS4 v4.50 File --9719 Wth--CTZ11S92 Program- -FORM MF. -1R User#--MP0666 User -Bruno & Hawkins Run -1874 sf PLAN SPACE CONDITIONING.. WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce-- er men t 110-13: HVAC equipment, water heater_, shower head=: and faucets certified by the CE.C. 150(1) - Setback., thermostat on all applicable heating systems. _ ✓�_ 150(,j) : Pipe and Tank insulation 1. Indirect hot water- tanks (e.g. , unfired storage tanks or backup solar hot water tanks) have insulation blanket (R.-12 or greater) or combine=d interior/exterior insulation (R•-16 or greater) . 2.. First 5 feet of pipes closest to water heater tank., non- rec•irc•ulating systems, insulated (R-4 or greater) . 3.. All buried or exposed piping insulated in recircr..rlat:•ing sections of hot water system. 4.. Cooling system piping below 55 degrees. insulated. 5. Piping insulated between heating source ar-id •ind•ireci- hot water tank. *150(m) : Ducts and Faris 1. Ducts constructed. -installed and sealed to comply with UMC section's 1002 and 1004; ducts insulated -to a. minimum installed value of R.-4.2 or ducts enclosed entirely within conditioned space. 2.. Exhaust. fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readil•v accessible, manually operated dampers. �_✓._. .114: Pool and 'Spa Heating `iysterns and Equipment; 1. System is certified w'i•t:.h 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 -inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. _~^ 115: Gas-fired central furnace, pool heater, spa heater- or household cooking applian.ce have no contini..r.ously burning pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.).. LIGHTING MEASURES Design- Enforce- ro 150(k): 40 lumens/watt or greater -for general lighting in kitchens and rooms with water closets; and recessed fixtures IC (insulation cover) approved. s' ��� 11' � riAR-21-97 FRI 09:47 BRUNO & HAWKINS 8930532 Of P . 0 4 COMi"UTER METHOD SUMMAR'i Paie- 1 C -2R Pr o i e c I: . Tikle ---------- CRANE RESIDENCE t 97 Project Addre,s� ........ HUNTER D R - 0'-"- DocumQntatlon Author (3ARY HAWKINS BuIld-ing Permit it Brun) & Hawkins ?() Cons-0-itution Orive. Sto 1 I)Im-n Check e (., 1-i -i cci , CA 95973 (916 ) 895--1'125 Field Check/ Dmte 1 Climato, 2onc ............. 11 Comp liance Mc,+.hod ------ MICROPAS4 v4.50 for 1995 by Enerc.omp. Inc,. MICROPAS4 ./4.50 F -i 9719 Wi.h--CTZ1 1 a9 Program -FORM 7 C -2R Us or 0-- MP, 0 6 6, 6 User -Bruno & Hawklris Run -1874 sf PLAN MICROPAS4 ENERGY USE SUMMARY Energy Usc, Standard Proposed Compliance (kBtu/3f .-yt-) Design Oesign Margin Soaco Hr--tating .......... 15.27 15-02 0.25 Space Cooling..___--... 11-56 9.42 2.14 Wafer 11 *a t. i n Q ........... 12.32 14.60 -2 -28 Total 39.15 39.04 0.11 Bu -i I d i n q complies with Computer Performance C,ENEI.*tAL INFORMATION Cond-Itioned Floor Area..... 1874 s -f Buildina TypiF ................ Single Family Detached Construction Type ......... New Build -Ing Front Orlorit-Ation- Front Facinc ,; 90 deg (E) Numbot- of Dwelling Units ... 1 Number of Bulld-lnq Stories- 1 Weatl-ier Data Tyi:)e .......... RoducedY--,--�)r Floor COnFtr-L)Ction 1, y P E! .... Number of Buildin(4 Zones ... Condi-Honed V01LIMe ......... Footprint Area .... I I ...... I Ground Floor Aroa .......... Slab -.0n -Grads - Area ......... Glazing Pcwcrentage .......... Glazing LJ -values-... Averago C---Allrare Heigh ..... Slab On Grade 15592 Cf 1874 sf 1874 sf 1874 sf 14 . 1 % o i; i=1 o o r a t t N&';! j'j -�,i 0.59 Btu/hf—f-F 8.3 ft � � MAR -21-97 Fnz 09:48 onuwo & HAwKzwa 8930532 ^ GEQTIF[CATE OF COMPLIANCE: RESIDENTIAL Pa gm 2 CF -1R T1tle,-' -. - ' CRAN� RE.'sTUENCE, DmtP, . ' . . ' . 0 3/2l/g7 ================== r, = = = = = = === = 9A = =:4,;Z: ====== = = = ===== = = = ;4== =,.� = 1-M, = T-��c:������= \ NICR0PAS4 v4'5A File-A71g Wth-CT711S97 Prmaram-FORM CF -1R ! ' U�wr�-M�U��G User -Bruno & Run -1874 G1, PLAN | 0rien-�ation Window L n f t (SW) 0o0r Ripht (N) Type SlabOn8rade SlabOnSrad* U-- Va.] ue ----- ~---- 14.8 0.600 ,20 .0 0.550 E#u�pmen� Tyo� 0,ms A irCon6 FENATI[>N # of Intwrior Pan- Shmd1nQ/ eS Description 2 Drapas.Std 2 DraPp-g'Std THERMAL, MASS Area Th1cknes� (uf) (in) 460 4'0 1414 4'O HVAC SYSTEMS Minimum Duct Efficiency [bcdtion 0'780 4FUE Attic 10.8U SEER Attic F,<te,rior Shadiog None W0no Over-- ~ hang/ Fram-ing Fin s Tv�� Yes Vinyl Yes Wood Lopmtlon/Commmnta EN?RY'UINING,1<lT,LAYS,LA TYP DuC i. Thermostat P - value Type R-4.2 S etbock R-4.2 Setb;-)ck WATER HEATING SYSTEMS Number in Twnk TypC-1 Heotor Tvpe Distribution Type System --------^--- ----------- ------------------- ------ S 0rage Gas Sten6ar6 2 SPECIAL FEATURES/RLMARKS Tonk EXternol Fnergy 1z e Tns,Ula tiOn Fector (qal) R -value .56 EF 40 R-12 � COMPUTER. METHOD SUMMARY Page 2. C -2R Project Title........... CRANE RESIDENCE Date ........ 03/18/97 MICROPAS4 v4.50 File --9719 W•t:h-CTZ11S92 Program-FOR.M C -2R. User#f-MP0666 User -Bruno & Hawkins Run -1874 sf PLAN, Floor Area Lone Type (sf) HOUSE Residence 1.874 BUILDING ZONE INFORMATION #I of Vent Special Vol Ome Dwell Cond- Thermostat Height Vent Area (cf) Units i ti oned Type (ft) (sf) 15592 1.00 Yes Setback. 2..0 n/a . OPAOUE SURFACES PERIMETER. LOSSES Area U- Insul Act Solar Form 3 Location/ S1_irface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE. 11 1 Wall 220 0..050 21.8 90 90 Yes W.19.2X6.R4 FRONT 2 Wall 82 0.065 17.8 90 90 No W.19.2X6.1-6 GARAGE 3 Wall 399 0..050 21.8 180 90 Yes W.19.2X6.R4 LEFT 4 Wall 282 0.050 21.8 270 90 Yes W.19.2-X6.R4 BACK 5 Wall 40 0.050 21.8 22.5 90 Yes W.19.2X6.R4 BACKLEFT 6 Wall 148 0.050 21.8 0 90 Yes W.19.2X6.R4 RIGHT 7 Well 301 0.065 17.8 0 90 No W..19.2X6.16 GARAGE. 8 Roof 1874 0.039 30 n/a 0 Yes R.30.2X4.24 ATTIC 9 Door 20 0.330 0 90 90 Yes None FRONT 10 Door 18 0.330 0 90 90 No None TO GARAGE PERIMETER. LOSSES Length F2 1 n s u 1 Solar Surface (•1=t) Factor- R-vaI Gains Location/Comrnents HOUSE 11 SlabEdge 120 0.720 R-0 No OUTSIDE 12 SlabEdge 50 0.900 R-0 No OUTSIDE 13 SlabEdge 22 0.500 R-•0 No GARAGE 14 SlabEdge 27 0.550 R-0 No GARAGE FENESTRATION SURFACES # of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description HOUSE. 1 Window .40.0 2 Vinyl Slider 0.600 90 90 0.88 0.78 Drapes.St:d 2 Window 40.0 2 Vinyl. Slider 0.600 90 90 0.88 0.78 Drapes.Std 3 Window 9.0 2 Vinvl Slider 0.600 180 90 0.88 0.78 Drapes.Std 4 Window. 8.0 2 Vinyl Slider 0.600 180 90 0.88 0.78 Drapes.Std 5 Window 10.0 2 Vinyl Slider 0.600 180 90 0.88 0.78 Drapes.Std 6 Window 30.0 2 Vinyl Slider- 0.600 270 90 0.88 0.78 Drapes.Std 7 Window 40.0 2 Vinyl Slider 0.600 270 90 0.88 0.78 Drapes.Std 8 Door 20.0 2 Wood Hinged 0.550 270 90 0.88 0.78 Drapes.Std 9 Window 14.0 2 Vinyl Slider 0.600 270 90 0.,88 0.78 Drapes.Std COMPUTER METHOD SUMMARY Page 3 C -2R Project. Title.......... CRANE RESIDENCE Date........ 03/18/97 MICR.OPAS4 v4.50 F -i 1e-9719 Wth-CT11.1S92 Program --FORM C -2R User#-MP0666 User -Bruno � Hawkins Run -1874 sf PLAN FENESTRATION SURFACES OVERHANGS AND SIDE FINS ---LJindow----------Overh.ang--------1_eft Fin-.-- ---Right Fin --- Minimum 0of Duct Vent System Type Efficiency SC SC Interior HOUSE Area Pan•- Frame Open U- Ac.t. G1 ass 1,nt SI-iading/ Surface (sf) es Type Type value Azm Tlt., Only Shade Description 10 Door 20.0 2 Wood Hinged 0.550 2.70 90 0.88 0.78 Drapes.Std 11 Window 14.0 2 Vinyl Slider- 0.600 225 90 0.88 0.78 Drapes.Std 12 Door- 2.0.0 2 Wood Hinged 0.550 0 90 0.88 0..78 Drapes.Std OVERHANGS AND SIDE FINS ---LJindow----------Overh.ang--------1_eft Fin-.-- ---Right Fin --- HVAC SYSTEMS Minimum Area Duct DUCt. System Type Efficiency Left Rght Efficiency HOUSE Surface (sf) Hght Wdth Dpth Hgh+_ Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Window 40.0 5 n;a 10 0 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 40.0 5 n/a •2. 0 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 3*0.0 5 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 40.0 5 n/a 8 0 n/a n/a n/a n/a n/a n/a n/a n/a 8 Door 20.0 6.67 n/a 8 0 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 14.0 3.5 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a 10 Door 20.0 6.67 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 14.0 3.5 n/a 4 0 n/a n/a n/a n/a n/a n/a n/a n/a 12 Door 20.0.6.67 n/a 13 0 n/a n/a n/a n/a n/a n/a n/a n/a THERMAL MASS Area Thick Heat Conduct- Surface Mass Type (sf) (in) Cap ivity R -value Location/Comments HOUSE 1 S1abOnGrade 460 4.0 28.0 0.98 R-0.0 ENTRY,DINING,I<IT,I-AVS,LAU 2 SlabOnGrade 1414 " 4.0 28.0 0.98 R-2.0 TYP HVAC SYSTEMS Minimum Duct Duct DUCt. System Type Efficiency Location R. -value Efficiency HOUSE Gas 0.780 AFUE Attic R-4.2 0.830 AirCond 10.00 SEER Attic R-4.2 0.810 COMPUTER METHOD SUMMARY Page 4 C -2R. Project Title ............. CRANE RESIDENCE Date......... 03/18/97 MICROPAS4 v4.50 FileA719 Wth-CT`L11592 Program -FORM C -2R l.lsti r#-MP0666 User -Bruno & Hawkins Run -1874 sf PLAN WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank. Type Heater Type Distribution Tyne System Factor (gal) R --value Water Heater to meet minimum CEC Standards SPECIAL. FEATURES/REMARKS HVAC SIZING Mage 1 HVAC Pro.iec•t Title.......... CRANE RESIDENCE Dat.e........ 03/18/97 Projec-L Address......... HUNTER DR... OROVILLE *v4.50* Docurrient.at°i on Ai-ithor ... GARY HAWK INS ******* F3ia i l ding-Permit #k Bruno & Hawkins 20 Constitution Drive, Ste 1 ; Plan-Check/Date Ch•iico, CA 95973 ( 916) 895-1'125 Field Check/ lute C 1 i mate Zone .. ... ... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICR.OPAS4 x4..50 File -9719 Wth-CTZ11S92 Program --HVAC SIZING User##-MP0666 User --Prunes & Hawk. -ins Run -1874 sf PLAN GENERAL INFORMATION Floor Area ................. .1874 si= Vols-ime........................ 15592 cf Front Orientation........... Front Facing 90 deg (E) S izina L.ocation............. OROVIL.LE RS Latitude ..............:.... 39.5 degrees Winter Oi..rtside Design...... 30 F Winter- Inside DesIgn........ 70 F Summer~ Oi..rtsi de Design. . . .. . .. 104 F Summer Inside Design ....... 78 F `6mmer R.ange.................. 37 F Interior-- Shading Used...... No Exterior Shading Used...... No Overhang Shading Used...... No Latent Load Fraction=...... 0.20 HEATING AND (TOOLING LOAD SUMMARY Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors si..ich as air flow requirements, outdoor- design temperatures, coil sizing, availability of egUipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. Heating Cool ing Description (Btuh) (Eituh) Opaque Conduction. and Solar...... 12872 5258 Glazing Conduction ............... 6240 4056 Glazing Solar ...................... n/a 11418 Infiltration......... ............... 8869 3641 Internal Gain .................... n/a 2100 DI-Icts............................ 2798 2647 Sensible.l...oad.................... 30779 29121 Latent Load.... .,......,............... n/a 5$24 Minimum Total Load 30779 34945 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors si..ich as air flow requirements, outdoor- design temperatures, coil sizing, availability of egUipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. - a 6 .'5UTTE COUNTY T .: F' --')U- ILDINO DIVISION a - - APPROVED -9 . Sr.••I»••«j.•••. �•.•.. �..••••�_•-ry»••.�r r..• t«•.-�.•.••-i•.••••t••.•.S.•••••F••••.•�r«.�•-•r.,«.«.\_•»�_•r•-F••.•.......••i------ t_.._...• •• .• • .. •. • .• •.....................• .• •. Assessors Parcel Number:' ��® � 0 � m 0 0 0 Scale:. °' Owl er Name Address/ Phone No. 1AUA r Zic S•rte Lccati®n r+_, a..•rs. F;F. .r -e.. / M, A, P.\ FOR OFFICE L18E ONLY Zoning: General Plan Desig• Size, Ages SEP 2.4 2087 DEVELOPMENT SERVICES PROVIDE FOR ALL A®JA.CENT PARCELS SI -E {ACS: ZONING: GEN PLAN: USES: S._ Y ._.. Bum FOR OFFICE L18E ONLY Zoning: General Plan Desig• Size, Ages SEP 2.4 2087 DEVELOPMENT SERVICES PROVIDE FOR ALL A®JA.CENT PARCELS SI -E {ACS: ZONING: GEN PLAN: USES: ISITEVLAN . . ........... - ----- ------- 7"*":"*'-7'**"-'-"': ..... 7 ANNIMM=ON. BUILDING PJANJ -.� Date, -ricing Lan aping: gnatuo a lL C-4 -4- i 0 V' C-0 LDI!v C 5�:-y 3 01 A P . ............. ... . . .......... ..... ..... ..... . ..... ..... ..... ............ ...... . ........... . ..... . ..... ..... ..... . ........... ........ ........... ..... ........... . ..... ...... . ..... . ........... . ..... . ........... . ..... . ........... . ..... . ........... . ..... . ........... .............. .............................. : :. — - : 0�-? Assessoes Parad Number Fa 9 [61 - Ecl) 0 M Scale: I"= Owner Nam= A fYQ-X 7-C)Y-kY Z)c S3©-57- (� S Address 3C)-57- .Addr--..ss / Phan -9 No. -76 NVYIEZ V�ZWE Site Location QR -0V (L LG CA 'q 5q (0 (0 FOR OFFICE USE ONLY Zoning: Gerieral Plan Desig: Size, Acres I 4 nrl" PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: '6 6- r}{ 7- lL C-4 -4- i 0 V' C-0 LDI!v C 5�:-y 3 01 A P . ............. ... . . .......... ..... ..... ..... . ..... ..... ..... ............ ...... . ........... . ..... . ..... ..... ..... . ........... ........ ........... ..... ........... . ..... ...... . ..... . ........... . ..... . ........... . ..... . ........... . ..... . ........... . ..... . ........... .............. .............................. : :. — - : 0�-? Assessoes Parad Number Fa 9 [61 - Ecl) 0 M Scale: I"= Owner Nam= A fYQ-X 7-C)Y-kY Z)c S3©-57- (� S Address 3C)-57- .Addr--..ss / Phan -9 No. -76 NVYIEZ V�ZWE Site Location QR -0V (L LG CA 'q 5q (0 (0 FOR OFFICE USE ONLY Zoning: Gerieral Plan Desig: Size, Acres I 4 nrl" PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: '6 6- lL C-4 -4- i 0 V' C-0 LDI!v C 5�:-y 3 01 A P . ............. ... . . .......... ..... ..... ..... . ..... ..... ..... ............ ...... . ........... . ..... . ..... ..... ..... . ........... ........ ........... ..... ........... . ..... ...... . ..... . ........... . ..... . ........... . ..... . ........... . ..... . ........... . ..... . ........... .............. .............................. : :. — - : 0�-? Assessoes Parad Number Fa 9 [61 - Ecl) 0 M Scale: I"= Owner Nam= A fYQ-X 7-C)Y-kY Z)c S3©-57- (� S Address 3C)-57- .Addr--..ss / Phan -9 No. -76 NVYIEZ V�ZWE Site Location QR -0V (L LG CA 'q 5q (0 (0 FOR OFFICE USE ONLY Zoning: Gerieral Plan Desig: Size, Acres I 4 nrl" PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: