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039-200-001
039-20-0-073 CLIFF JOHNSON H.D. LETTER DATED 3/21/96 VOID SEPTIC PERMIT MOBILEHOME W/O �MITS 12/16/96 BUILDING C\OD_En VIOLATION 30 DAY oe B07-2174 IF 039-200-073 MISCELLANEOUS Ag Exeml AG BUILDING FOR TRACTORS AND 4139 WILLOW LANDING DR ABCC JOHNSEN REVOCAB, 039-20-0-*'gK -13 93-3233 P, E BLAYLOCK, C.W. •y/� TAILWIND DR, CHICO J CONTR: CLIFF JOHNSON MHU ELEC GAS-ADO 30a S. Z3I or - COMPACTION TEST RE i SUPPORT STRUCT REQ 039-20-0- -73 93-3234 MIDI BLAY OCK, C.W. .�� *3y TAILWIND DR, CHICO CONTR: CLIFF JOHNSON lyll`II y'S MHI 039-20-0-( 93-3635 BPE BLAYLOCK, BILL Q4 4139 TAILWIND DR, CHICO CONTR: CLIFF JOHNSEN BOAT DOCK A 039-20-0-e�m 93-3747 BP BLAYLOCK, BILLY 1�3 4139 TAILWIND DR, CHICO SUPPLY SYSTEM FOR FIRE SPRINKERS/MH 039-20-0-073 _95-0175 B JOHNSON Cliff �%R� rZ3 l9' 139 Willow Landing Drive, Chico (to complete boat house/93-3635) SEE CARD UNDER BILL BLAYLOCK 139-200-073 01-1015._�� OHNSEN, ALISA & CLIFF I 139 WILLOW LANDING CHICO 12_� ;ONT: OWNER JEW SF --BO ; -- 1 S43 039-200-073 MISCELLANEOUS Phtovtaic Sys Gmd GI OUi,,,D MOUNT S01 -,AR A139 WILLOW LANDING Dig. .= ER ER July 22, 2009 VERTECH ENGINEERING, INC. 383 Rio UNDO AVE #200, CHICO, CA, 95926 P. (530) 899,8716 F. (866) 881-9108 ANDY@VERTECHENGINEERING.COM RE: Johnson Wind Turbine, 4139 Willow Landing Road, Chico, CA To Whom It May Concern: After further review of the special inspection requirements from the 2007 CBC, note 1-2 of the plans shall read as follow: 1-2 SPECIAL INSPECTION: FULL-TIME SPECIAL INSPECTION PER SECTION 1704 OF THE CBC SHALL BE PROVIDED FOR THE FOLLOWING TYPES OF CONSTRUCTION: 1.) CONCRETE 2.) WELDING OF STRUCTURAL STEEL (UNLESS WELDING IS PREFORMED IN A SHOP APPROVED BY THE BUILDING OFFICIAL) THE SPECIAL INSPECTOR SHALL BE ACCEPTABLE TO THE ENGINEER OF RECORD AND BUILDING DEPARTMENT, SHALL BE ICBO QUALIFIED, AND THEIR EXPERIENCE SHALL BE COMMENSURATE WITH THIS TYPE OF PROJECT. 19 Sincerely, Poo. X132 Exp. 6/30110 s� Mike Hubley, S.E. JUL 2 2 2009 20cf —0S Zg BUTTE C0MTY BUILDING DAMON APPROVE, 03't -ZOO -073 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES AGRICULTURAL BUILDING EXEMPTION 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: 4139 WILLOW LANDING DR Owner: Permit No: B07-2174 APN: 039-200-073 ABCC JOHNSEN REVOCAB, Issued Date: 12/05/2007 By KCG Permit type: MISCELLANEOUS 4139 WILLOW LANDING DR Subtype: Ag Exempt CHICO, CA 95928 Expiration Date: 12/04/2008 Description: AG BUILDING FOR TRACTORS A'. (530) 342-1665 Occupancy: U-3 Zoning: A-40 Contractor Applicant: Square Footage: ABCC JOHNSEN REVOCAB, Building Garage Remdl/Addn 4139 WILLOW LANDING DR CHICO, CA 95928 Other Poich/Patio Total (530)342-1665 FEE INFORMATION DBEH Building Review Fee $75.70 DBOMSCF Ag Exemption Permit $115.98 Total Charged: $191.68 Fees Paid: $191.68 Balance Due: $0.00 Receipt No: B5039 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 peril subjects X 12/05/2007 the applicant to a civil penally of not more than five hundred dollars ($500]; Please check one of the following: Contractor's Signature Date I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE OMPENSATION, WILL DO THE WORK AND THE STRUCTURE IS NOT INTENDED OR WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this peril is issued. improve for the purpose of sale.). I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractors License Law down not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors License Law.). Carrier: Policy Number: Exp. Date: (This section need not be completed if the permit is or once hundred dollars ($100) or ess. ❑ I AM EXEMPT under Section B. 8 P.C. for this reason: I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' X 12/05/2007 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Own gnatur Date provisions. X12/05/2007 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: FAI E 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 EJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS 5100,000 IN ADDITION TO THE COST OF COMPENSATION, ( ) injury, including death, and property damage caused arising out of, or in any way connected with , DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND the issuance of this permit. I hereby acknowledge thatt is issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter theapove mentioned property for inspection purposes. I hereby certify that I am the property o r r authorize t ct o t property owners behalf. Ph 12/05/2007 CONSTRUCTION LENDING AGENCY 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for N8 a rmittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) caner ❑ Contractor OR. Agent for Owner ❑Agent for Contractor FILE COPY Lenders Address City State Zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REO UIRED AT TIME OF APPLICA TION Website: www.b.uttecounty.net/dds **PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name ih First Na Mailing Address 41/50' I_ ,L l ilL,/ Cityt Phone State Zip Phone 3c��/6 Class E-mail C lGa C QQFax Ic U cJ7-�G� CONTRACTOR Name Address City State Zip Phone Fax E-mail Lic. # Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Fax E-mail State License Number APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail PERMIT NO. SKI BIN # PROJECT LOCA TION AP# 03 • �� 6 - ^Il, Property Address y t3 4( r , % M O La rr City C` lY 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 gR SCOPE OF WORK: Zoning Flood Zone SRA I Yes No Occ. Type Const. o �— Sq FT- Living Garage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): Open C 4 For office use Zoning Flood Zone SRA I Yes No Occ. Type Const. o �— 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 AGRICULTURAL BUILDING EXEMPTION STATEMENT Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated or packaged, nor shall it be a place used by the public. Buildings used for purposes other than described above or that are located in a flood hazard zone are not eligible for an agricultural exemption. Authorization of an agricultural exemption permit by the Department of Development Services does not preclude any requirements and/or review by the Butte County Public Works Department, Butte County Fire Department, Butte County Environmental Health, or any state and federal agencies. Initials C11 AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. Initials �L AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a manufactured home, and 23 feet from a commercial/industrial buildings Initials C40K AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum 23 feet from a residence and a manufactured home, and 40 feet from a commercial/industrial buildings Site Address: 4139 WILLOW LANDING DR Permit No: B07-2174 APN: 039-200-073 Square Footage: Permit Type: MISCELLANEOUS Occupancy: U-3 Permit Subtype: Ag Exempt Zoning: A-40 Description: AG BUILDING FOR TRACTORS AND EQ1 Required Setbacks: Applicant: ABCC JOHNSEN REVOCAB, Front: Side: 25' Rear: 25' 4139 WILLOW LANDING DR Type of Construction: CHICOCA95928 (530) 342-1665 Type of Siding: Metal Owner: ABCC JOHNSEN REVOCAB, Est. Const. Cost: $ 17,000.00 4139 WILLOW LANDING DR Roof Covering: Metal CHICO, CA 95928 (530) 342-1665 Floor Type: Concrete I declare under penalty of perjury that the building will be used as stated above, and the proposed use conforms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain the necessary permits, inspections and approvals to comply with the requirements in effect at that time and prior to occupancy. Signature of owner: ��,� Date: 10/18/2007 FILE COPY 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: B07-2174 Job Address: 4139 WILLOW LANDING DR Contractor: Printed: 10/18/2007 4:21 pm Fee Description Account Number Fee Amount Paid Date Pmt Amt DBOMSCF Ag Exemption Permit 0010-440001-4210500-1010 $115.98 10/18/2007 $115.98 DBEH Building Review Fee 0021-540013-4614901-1010 $75.70 10/18/2007 $75.70 Printed By: Gwyn Benedict 191.68 $191.68 Balance Due: $0.00 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These fees may change during the plan checking process. Signature: Date: 10/18/2007 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). Butte County Department of Public Works J 7 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 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: B07-2174 Date: 10/18/2007 Location: 4139 WILLOW LANDING DR By: GLB Parcel Number: 039-200-073 Sub Type: Ae Exempt Owner Name: ABCC JOHNSEN REVOCAB, Phone: (530) 342-1665 Description: AG BUILDING FOR TRACTORS AND EQUIPMENT 40X60' By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: Title: FILE Date: 10/18/2007 Butte County Department of Development Services �l' 1 •• TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR •• 7 County Center Drive • • Oroville, CA 95965 • • (530) 538-7601 Telephone CO (530) 538-2140 Fax www.buttecounty.netldds PERMIT APPLICATION DATA SHEET Reference Number: B07-2174 Location: 4139 WILLOW LANDING DR GLB /Daote10/18/2007 Parcel Number: 039-200-073 A2 Exempt Owner Name: ABCC JOHNSEN REVOCAB, (530) 342-1665 Description: AG BUILDING FOR TRACTORS AND EQUIPMENT 40 The above permit application has the following Clearances required prior to peri94 issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit applic ion. Yes No DRAINAGE DISTRICTS ❑ ❑ Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 9 65-(530)533-0740 ❑ ❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2 0 ❑ ❑ City of Chico, 545 Vallombrosa, Chico CA 95926 - (530) 8 -4711 PARKS & RECREATIO DISTRICTS ❑ Chico Area Recreation District, 545 Vallomb/12Myers o CA 95926 - (530) 895-4711 ❑ Durham Park & Recreation District, 9447 Mrham CA 95938 - (530) 345-1921 ❑ Feather River Recreaction &Park District, Street, Oroville CA 95966 - (530) 533-2011 ❑ Paradise Parks & Recreation, 6626 Skyway,A 95969 - (530) 872-6393 Biggs Unified School District, 300 B Str t, Biggs CA 95917 - (530) 868-1281 Chico Unified S/hD hol District, 1163 Est 7th Street, Chico CA 95926 - (530) 891-3006 Durham Uhool District, 4 0 Putney Drive, Durham CA 95938 - (530) 895-4675 Gridley Scrict, 429 Ma olia, Gridley CA 95948 - (530) 846-4723 Marysville istrict, 1 9 B Street, Marysville CA 95901 - (530) 741-6000 Oroville Ely Scho District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 Oroville Un, 2 11 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext:105 Paradise Uool District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER Recorded cgricultural Acknowledgment Statement- See Attached Instructions City of Biging Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 Other: Other: Other: Signature of Property Owner: FILE Date: 10/18/2007 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: • Make sure your application is complete. • Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municit)alcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-2174 Location: 4139 WILLOW LANDING DR Parcel Number: 039-200-073 Date: 10/18/2007 Owner Name: ABCC JOHNSEN REVOCAB, Phone: (530) 342-1665 Description: AG BUILDING FOR TRACTORS AND EQUIPMENT 40X60' Signature of Applicant: Date: 10/18/2007 FILE Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds OWNER -BUILDER INFORMATION An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ° If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. ° If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal ° income tax withholding, federal social security taxes, workers/ compensation insurance, disability insurance costs, and unemployment compensation contributions. There may be financial risks to you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. ° For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through thier own employees, without a license contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board's automated telephone information system at 1-800-321 -CLSB (2752) or by accessing thier website at www.CSLB.ca.gov. PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER -BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTILL THE VERIFICATION IS RETURNED. OWNER BUILDER VERIFICATION PLEASE COMPLETE THIS FORM AS REQUIRED BY THE STATE OF CALIFORNIA (SENATE BILL NO. 831 EFFECTIVE JULY 1, 1980). NO BUILDING PERMIT WILL BE ISSUED UNTIL THIS VERIFICATION IS RECEIVED. 1. I PERSONALLY P�� TO PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPaQyZMENT.40 OR NO) <�IVE VE NOT) SIGNED AN APPLICATION FOR A BUILDING PERMIT FOR THE PROPOSED WORK. 3. I HAVE CONTRACTED WITH THE FOLLOWING PERSON (FIRM) TO PROVIDE THE PROPOSED CONSTRUCTION: ADDRESS CITY PHONE CONTRACTORS LICENSE NO I PLAN TO PROVIDE PORTIONS OF THE WORK, BUT I HAVE HIRED THE FOLLOWING PERSON TO COORDINATE, SUPERVISE, AND PROVIDE THE MAJOR WORK: ADDRESS CITY PHONE CONTRACTORS LICENSE NO 5. I WILL PROVIDE SOME OF THE WORK BUT I HAVE CONTRACTED (HIRED) THE FOLLOWING PERSONS TO PROVIDE THE WORK INDICATED: NAME ADDRESS PHONE TYPE OF WORK Description: AG BUILDING FOR TRACTORS AND EQUIPMENT 40X60' Reference Number: B07-2174 Applicant Name: ABCC JOHNSEN REVOCAB, Owner's Name: ABCC JOHNSEN REVOC B, AP # : 039-200-073 Signature of Property Owner: Date: r N -,:)I al ' _. ....... ._....I R .tea - hl� M 4ret- Se S x.90. ^al TA"K pp G 3� �L- p;pe I fLISer - 6 c- C�Zv l'lor Pla' f tqPj* 3ri-16� -a'7,3 SCale au 00 Li' Irv. — o/j, e, (U i /G1 �► --?,,925 -)z)Z 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: 4139 WILLOW LANDING DR Owner: permit No: B07-1843 APN: 039-200-073 ABCC JOHNSEN REVOCAB, Issued Date: 10/12/2007 ' By KEJ Permit type: MISCELLANEOUS 4139 WILLOW LANDING DR Subtype: Phtovtaic Sys Grind CHICO, CA 95928 Expiration Date: 10/11/2008 Description: GROUND MOUNT SOLAR (530) 342-1665 Occupancy: Zoning: Contractor Applicant: Square Footage: ABCC JOHNSEN REVOCAB, ABCC JOHNSEN REVOCAB, Building Garage Remdl/Addn 4139 WILLOW LANDING DR 4139 WILLOW LANDING DR CHICO, CA 95928 CHICO, CA 95928 Other Porch/Patio Total (530)342-1665 (530)342-1665 FEE INFORMATION DBEH Building Review Fee $75.70 DBMSC Photovoltaic System $408.93 Total Charged: $484.63 Fees Paid: $484.63 Balance Due: $0.00 Receipt No: B4416 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 ABCC JOHNSEN REVOCAB, OL:CRW_00371430 / / 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 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license 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 X 10/12/2007 basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects k {applicant to a civil penalty of not more than five hundred dollars [$500]; check one of the following: Contractor's Signature Date61"Please 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 (Sec. 7044, Business and Professions Code: The Contractor's License Law WORKERS' COMPENSATION DECLARATION \',N 1j �I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: does not apply to an owner of the property, who builds or improves thereon, and who doesJ,1,l aI HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR the work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or 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.). o1 HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ElI, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED 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.). Cartier: Policy Number: Exp. Date: (This section nee not a completed if the permit is oris or one hundreddollars ($100) or lessr.j) ❑ I AM EXEMPT under Section B. & P.C. for this reason: 11 I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I in shall not employ any person 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'10/12/2007 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owner's Si r Date provisions. X 10/12/2007 I hereby certify that I have read this application and stale that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building "SignatureDate WARNING: FAILU 70 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 SUB CT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused by, arising out of, or in any way connected with 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 ATTORNEY'S FEES. use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County to enter the abo a mentioned property for inspection purposes. I hereby certify that I am the property owner o t rized to act o the ope o efs behalf. CONSTRUCTION LENDING AGENCY _ C _. _ hJ 10/12/2007 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for 'Name of Pe 1 ee IUN] Print �� Date the performance of the work for which this permit is issued. (3097 civ. code) Owner Contractor OR; E]Agent for Owner Agent for Contractor E��O Lender's Address City State Zip BUTTE COUNTY M__ DEPARTMENT OF DEVELOPMENT SERVICES °° BUILDING PERMIT APPLICATION. o.o OFFICE#: (530)533-7541 FAX#:(530)533-2140 o- o ,o of PERMIT NO. A FEE WILL BE REQUIRED AT TWE OFAPPLICATION Website: w. tw.buttecounty.netldds BIN # **PLEASE PRINT CLEARLY** .OWNER INFORMATION Last Lame h First arr ail'� Address f CityC� ` State. Zrp� p Phone 3 �� Fax E-mail ��yy t.ca G r 9) vin^wJ, Gor, CONTRACTOR Name Address City State Zip Phone Fax E-mail Lic. # Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Fax E-mail Open Cov State License Number APPLICANT INFORMATION Name" �, p Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE X PROJECT LOCATION Property Address y l 3c, i City 1W J. WORKER'S COMPENSATION Policy Number N6 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 I'll c; Address DESCRIPTION OR SCOPE OF WORK: X7n d %A. /I cam- 0 n e Ar 6 in YUV i) k To t ) � In Uee_Tc, `les No Occ. Type Const. Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): 1-11 1-/1'9"J ✓¢ 9 %o,,,, i Ir r-cf�'f) For office use only: Zoning T Flood Zone SRA `les No Occ. Type Const. Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds OWNER -BUILDER INFORMATION An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ° If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal n income tax withholding, federal social security taxes, workers/ compensation insurance, disability insurance costs, and unemployment compensation contributions. There may be financial risks to you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. ° For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through thier own employees, without a license contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board's automated telephone infonnation system at 1-800-321 -CLSB (2752) or by accessing thier website at www.CSLB.ca.gov. PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER -BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTILL THE VERIFICATION IS RETURNED. OWNER BUILDER VERIFICATION PLEASE COMPLETE THIS FORM AS REQUIRED BY THE STATE OF CALIFORNIA (SENATE BILL NO. 831 EFFECTIVE JULY 1, 1980). NO BUILDING PERMIT WILL BE ISSUED UNTIL THIS VERIFICATION IS RECEIVED. 1. I PERSONALLYP PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IM OVEMEN . (YES NO) 2. I (HAVE/ AVE NOT) SIGNED AN APPLICATION FOR A BUILDING PERMIT 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 PLAN TO PROVIDE PORTIONS OF THE WORK, BUT I HAVE HIRED THE FOLLOWING PERSON TO COORDINATE, SUPERVISE, AND PROVIDE THE MAJOR WORK: NAME ADDRESS CITY PHONE CONTRACTORS LICENSE NO 5. 1 WILL PROVIDE SOME OF THE WORK BUT I HAVE CONTRACTED (HIRED) THE FOLLOWING PERSONS TO PROVIDE THE WORK INDICATED: NAME ADDRESS PHONE TYPE OF WORK Description: GROUND MOUNT SOLAR Reference Number: B07-1843 Applicant Name: ABCC JOHNSEN REVOCAB, Owner's Name: ABCC JOHNSEN R�B'AP hSignature of Property Owner: Date: :039-200-073 i-�C�-�7 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: • Make sure your application is complete. • Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-1843 Location: 4139 WILLOW LANDING DR Parcel Number: 039-200-073 Date: 08/28/2007 Owner Name: ABCC JOHNSEN REVOCAB, Phone: (530) 342-1665 Description: GROUND MOUNT SOLAR Signature of Property Owner: Date: 08/28/2007 FILE -\folpS jj�. -rod-✓V. w �0 ol ti 0 re � M R U dam. c r -\folpS jj�. -rod-✓V. TrGround Mount System Ground d C° By. Professional Solar Products ESTIMATING AMOUNT OF PIPE AND CONCRETE: 1 To estimate the amount of galvanized pipe needed for the rack, count the total number of panelized modules in a bank. Determine the width of the module, for example (58" x number of grouped panels (6) = 348" x 2 = 696" / 12 = 581 Since galvanized pipe comes in 21' lengths, you will need 6 lengths for the upper and lower beams to avoid cutting and threading the pipe. 2 To determine the number of posts (the maximum allowable span is 10') take the total length of one of the beams less 4' (2' allowable overhang on each end) and divide this by 10 (see figure 1). This will give you the amount of posts required to support one of the beams, doubling this will give you the number of posts and TEE's required. 3 Estimating the amount of pipe required for the posts can be estimated by adding 42" (footing) plus the distance from the top of the footing -grade to the beam (figure 2). Add the total length of pipe for the beams and the footings and divide by 21 (standard length of pipe): This will give you the amount of pipe lengths needed required for the installation. 4 Concrete for the footings = approximately 2.7 cubic feet per post. PIPE OVERHANG MAXIMUM SPAN = 10' USING #40 GALVANIZED PIPE MAXIMUM 24" FIGURE 2 <<Page 4 >> �7 ppFV pp ii fy. �"cis �:� `�� i "� S a p t I DE Recommended Safety Installation Procedures: 1 Installer must insure that all sharp extrusion edges should be buffed and smooth to avoid injuries from sharp extrusion edges. 2 All pipe ends should be capped using a 1-1/2" PVC slip caps. 3 When ground mount racking is installed in common areas, it must be properly lit to avoid injury from people walking into it. 4 If installed on steep slopes or unstable soil, footings should be sufficiently sized or engineered for these conditions. 5 Observe all electrical safety procedures and ensure proper grounding as established by both the module and inverter manufacturers. 6 Insure all support TEE set screws are properly tightened and always use schedule #40 galvanized pipe (fence post is not recommended). Torque rating for Holleander tee fitting = 17 ft. lbs. Copyright 6-2002 Professional Solar Products Ground mount support channel and clamping design is protected by patent #6,360,491. Use by permission only. l"®un d Tra Ground Mount System By: Professional Solar Products �-- 41 INCHES ---,1-- 41 INCHES —� - VC--U-CVLI t1VLtJZI STEP #4 = IT - CENTER 2 1/4 INCHES Drilling of the support channels: Align the support rails with the bottom side up on a flat surface. Using a framing square as illustrated, measure from the center of the channel 41" outward and mark a line on the channel. Mark another line exactly 2" outward from center from the first line. Now drill the "U -Bolt" holes in alignment with the marked line and the specially extruded "V" groove on the channel. We recommend the use of a 1/2" "Uni-Bit@" bit for this. You will now have perfectly aligned holes ready for installation on the support pipe beams. STEP #5 STEP #6 "U -BOLT" Assembly side view SUPPORT CHANNEL Completed assembly on the support pipe End View: "U -Bolt" Attachment insert Note: The proper installation position of the insert. I JTTrr—CO, UN Y 1 n <<Page 3 >> Align the end. of the channel using a string line. Tighten all the "U -Bolt" assemblies and re -check alignment the vertical pipe supports. You are now ready to pour concrete into the footings. Tap the concrete to ensure contact with the vertical pipe support. Remove the support bracing after the concrete has set. You are now ready to install your modules. CAUTION: Extruded edges of the aluminum can be sharp. It is highly recommended the installer buff the edges after installation to prevent injury. Copyright 6-2002 Professional Solar Products Ground mount support channel and clamping design is protected by patent #6,360,491. Use by permission only. Ground Trac' STEP #1 MAERM STEP #2 SIDE VIEW IMP Ground Mount System By: Professional Solar Products Excavate/core footings 12" diameter x 42" deep as per detail on engineered plan. (Footing size may vary depending on job specific conditions. All conditions should be reviewed by customer's site engineer.) Determine the proper angle for the module array and install grade stakes'as illustrated (left), do not exceed 5 ft. of vertical post length from grade. Installing the supports braces will hold the pipe at the proper fixed angle until the footings are poured. We recommend the use of drywall screws to hold the horizontal brace in place until concrete sets. Install the end braces and then set up a string line to insure alignment. Place supports at a distance that will allow the pipe beam to be supported without sagging. SIDE VIEW h '� fE Distance of base depends ,a 1 upon the angle of support f g', * 6 9 ': q,--, channel. i' -M Illustrated (left) pipe support beams and vertical post supports can now be assembled and rest on the support bracing. Using two pipe wrenches and 3/16" hex wrench, the pipe and support legs can be assembled and are ready for the Ground Trac° deep channel rail to be installed. SIDE VIEW Special Note: Use only 1-1/2"schedule #i40 galvanized pipe, fence tube is not recommended Rear view of pipe support beam bracing and <<Page 2 >> Copyright 6-2002 Professional Solar Products Ground mount support channel and clamping design is protected by patent #6,360,491. Use by permission only. GGrund Trd C Ground Mount System By: Professional Solar Products GROUND MOUNT INSTALLATION OVERVIEW: The Professional Solar PV ground mounting system is a simple, easy to install, fully engineered ground mount solution for photovoltaic solar modules. This system is designed to engineer with a minimum amount of installed footings at greatly reduced labor. The system integrates with ordinary 1-1/2" schedule #40 galvanized pipe. This .ground mount solution includes virtually everything needed to install modules with vertical posts up to 5' from grade. The installer will only need pipe, concrete and basic construction skills to complete the installation. This fully,.,j engineered system utilizes Professional Solar Products' patented Slide -n -Clamp' module clamps and suport=chap elf = the industry standard for rooftop module installations. � ��� CCAj%-- lir ,`.i-4 Installation of the ground mount system consists of the following: Su • Installation 1-1/2" schedule #40 galvanized pipe (max. span = 10' O.C. using the special ally?ee's—n-snow 'load conditions). • Installation of vertical pipe supports into concrete footings. • Drilling and installation of the main support channels to the specially machined "U -Bolt" assemblies. • Installation of the solar modules using the standard Roof TracO "Slide -n -Clamp" module mounting system. Ground Trac' TOOL LIST: 1. Post hole digger 2. Wheelbarrow / shovel 3. String Line 4. Line level or builders level 5. Drill 6. 1/2" Uni-Bit 7. Tape Measure 8. Sharpie' 'marking pen 9. 7/16" deep socket & ratchet 10. Phillips head driver (for drywall screws) 11. 1/2" wrench 12. 3/16" hex wrench 13. Framing square 14. Pipe cutter or reciprocating saw 15. Pipe wrenches (two required) 16. Mallet or large hammer . <<Page 1 >> Copyright 6-2002 Professional Solar Products Ground mount support channel and clamping design is protected by patent #6,360,491. Use by permission only. TriTek Engineering, Inc. CIVIL & STRUCTURAL ENGINEERING DESIGN 7122112 Topanga Canyon Blvd., Suite A, Canoga Park, California 91303 Professional Solar Products Attn: Stan Ullman Date of observation test: October, 13, 2006 1551 S. Rose Ave. Oxnard, CA 93033 Subject: Ground Trac mounting system engineered for attachment of Sharp 208 Modules with frame style measurements of 63" x 393". TEST SETUP FOR GROUND MOUNT SYSTEM: Three Sharp 208 modules measuring approximately 39.3"x 63" long were bolted to 2.5" x 1.5" x 124" Roof Trac support rails using a combination of 8 Ea. 5/16" stainless steel bolts, lock washers and specially extruded inserts. The mounting channel was attached to a pairof 1-1/2" schedule #40 pipes by specially extruded insert (illustrated on attached page) and 1/2"U' bolts. The spacing of the support pipes ,vas Ton center and was supported by 4 each 12" short pipe supports resting on a concrete floor. lest Procedure'. The test set up was then loaded using sandbags that produced an equivalent 50#isq.ft of load. upon completion of the placement of the sandbags the maximum deflection that occurred in the download condition was 1". The sandbags were left for 30 minutes with no change in the deflection or any other sign of distress. After the 30 minutes was completed the fixture was inverted to simulate the upload condition. The results of the tests were duplicated in the uplift condition. The deflection in the uplift condition was'/." maximum and the fixture suffered no signs of distress due to the loading. Upon removat of the sand gags, the support rack returned to the pmbaded condition vAhoui any signs of stress. This document certifies the Ground Trac PV mount and pipe support, used with the Sharp 208 modules listed above in a ground installation withstands a 50 Ib, per square foot static pressure load incorporating the 1-112" pipe support structure at 10' max centers with the illustrated footings. This loading is equivalent to a wind speed of approximately t00 mph (down rated from 125mph) using wind toad exposure and gust factor wetficierrt 'exposure C" as defined in the 2001 Uniform Building Code. Overall the mounting unit performed as expected. SincerelyCaro cou 5 �_. Ali Basma, RCE `y a 0 U.- The Ground Trac® pipe support structure consists of 1-112' schedule #40 galvanized water pipe installed using Holeander corporatton structural TEE ft(ings. All pipe spans referred in this engineering report are absolute limits. They consist of a maximum of 5'-0" for the rear vertical legs from grade (or footing), 30" for the front vertical support legs, and 10'-0' (Non -snow load) / 6'-0" (Snow load up to 50lbs. per sq, ft) for the horizontal support pipe. The absolute cantilever for each side of the horizontal pipe is 24". Solar arrays should be limited to a maximum of 50' long to allow for thermal expansion of the pipe. Pipe must be cut square and completely inserted into the fitting. The Holleander fitting setscrew must be torqued to factory specifications of 17 foot-pounds, which they have tested to meet a minimum of 1,800 pounds of retention. Footings per attached plan require a rninimum size of 12" diameter x 42" and must be installed in sold soil at grade requiring a minimum of 2.7 cubic foot of concrete with no loose earth backfill. Installations over loose unstable soil or sand require that footings be excavated into firm soil. This rack with maximum stated pipe support spans is engineered for wind loading over level grade. This mounting system Is not rated for snow loading as illustrated. Tdtek engineering does not field check installations to verity that compliance as described in this engineering report. To assist the building inspector in identification of this mounting system a permanent adhesion label describing elther "Root Trac" / "Ground Trac* is to be place an at least one ai the main support rails. of ESS SNOWLOAD NOTE: As noted above, this mounting system is not rated for snow -load at 10' maximum pipe spans. H m is rated for snow load at up to 50 lbs. per ft2 at 6' pipe spans. PJ 3 19 �2 CIO 3080 m `r_ p: 06/30/09 71r � Control. No: SRP208_GT P - mil' FOF CALtF�� Note: This engineering is not intended for use in obtaining a permit for systems other than the above m configuration. unless otherwise directed in writing, this engineering shall not be publicly posted or copied. M! I �— 7' Rail Insert 6"x 2-112" Hex Bolt 16' Lock Nasher Intermodule Clamp annel dut Support Channel ii ii II II ii ii 11 11 rr 11 11 11 it it ii End Clamp R� TEST SETUP I 1 124" Download Deflection 50lbs. Per sq. ft: 1" i Uplift Deflection 50lbs. Per sq. ft: 314" 5/16" Lock Rail Insert 5!16"x 314" Washer Hex Bolt Ground Trac r m Support 0—/Module Channel Frame 1-112" Uwt 1-1/2" Schedule #40 Galvanized Pipe 1/4" Locking Flange Nuts 4-112" Holleander Pipe Tee Fitting 3t 5' Max Rear Pipe Height 2.5" Deep I From footing Channel / ✓ ; 1-1/2" Schedule 940 I 4RpF�SS/Dy Gatvanized Pipe Q ,q 30" Max o _ /•, if • ,, Exp: 06/30/09 � s CIV11, 7' Max—Base depends on Angle , /' OFCALIFOQ� DI6h;2ter Ground Trac Photovoltaic mounting system using Sharp 208 Modules: Ground Trac Page 2 of 5 Updated, 10116106 Shan 208 Modules SRP208-GT.P p Static load test illustration LOAD CAPACITY OF STD. I.P.S. SIZE STEEL PIPE -SCHEDULE 40 25,000 P.S.I. LOW -CARBON STEEL SIMPLE BEAM CONSTRUCTiON flea Stress 25100151 nilh Myo beams s W111,rl8 a Lind" d4tfibuled load) Seem Length Pipe Size 2' 3' 4' 5' 6' f 1(T - -_...-� —7— --....._'18D I"Sch.401.P.S. 904 602 452 360 300 226 180 _t Sch.404P.S. 1702 1134 950 863 5% 424 330 -1'4"Sp1401PS. 30M 20M 1502 7202 1002 ~752 600 I h StXL 401 PS. 4160 2 2= 1672 1392 1044 836 786 _r ScA401P.S. 7188 4792_ 3594 2874 2400 1796 1436 Note 7: Safety Motor of 1.3 to 1 is provided Note 2: The addition of a.rh,ifd beam a ft same langth and diamete, "I increase load capacity 01 08 span by 3596 of stated capec* SIMPLE BEAM CONSTRUCTION ;YiedShrsa 25.000 PSI wM two beards aypan -Pg a load cortcarorsled al Na carr dale dear span.) dlawbvied 00.) Beam Length Column Height Pipe Size 2' 3' 4' 5' _ ..._...--._... ....... .....-_ 6' T' 8' %' Sol. 401 P.S. 452 301 226 160 .....--- Not Reovnu wded I- Scn.401PS. 851 567 425 340 283_ NaRecomthended t %" sm. 40I.P S. 1509 1032 _ 751- - 601 501 426_ 576 i W SLn.401.P.S. - 2090 1393 1045 836 ' 6% 591 -5 2 Si:1 401 P.S 3584 2996 1797 1437 _ .. _..._0.. -- - ._......... _ ...... -- - - - 1200 1026 898 ..-- - Note 7: Safety lector of 1.3 to 7 is ptowded -.......... . ... . _ TOTAL COLUMN LOAD CAPACITY WHEN PROPERLY TORQUEO (YiWd Stress 2S1300 PSi wM Iwo Cath v{i none KffMr1Q a wkwmy dlawbvied 00.) Canlilever L&Vfh Column Height 2126 Pipe Size 1' 2' 3' 4' 1. 2' _ 3' 4' 5' I" Stir 401P3. 851 425 294 -� < _ 2290 3029 560 14g4teCaianesged 111" SdL 401P4 2080 —1045 6w ~ _3w_ 5730 4425 223: i360 970 NoI Poemtmended 14" 80t0 6926 5360 3025 _ 1935 1345 NR 1('(Wid Strews 25.000 PSI with two t8diIieW arms StVptaliq a a nentrated toed it varM 9675 8705 7065 4620 3090 - 2145 1205 ?' 13225 12405 11035 9118 6655 4620 2600 Noce I. Values shownaio for EACH COLUMN in The structure. Note 2. A column is doomed to exist front the flow line to the first horizontal load bed• or between any two load bed& attached to the columna. E zampla• A rack 4' nigh with toad beds all Tana 4 • from floor, is made up 0r eight ?•coh mns even though overall farlgth o7 each opitght = 4•. LJ CANTILEVER CONSTRUCTION WHEN PROPERLY TORQUEO (YiWd Stress 2S1300 PSi wM Iwo Cath v{i none KffMr1Q a wkwmy dlawbvied 00.) Canlilever L&Vfh 5' 2126 Pipe Size 1' 2' 3' 4' S' _ 1C 8CtL 401.P.& 452 226 150 113 90 I" Stir 401P3. 851 425 294 -� 212 170 1 y .- Scit 40IR'S. 1503 751 501 - 375 --".._._.300 _.. 111" SdL 401P4 2080 —1045 6w ~ 522 416 2" Sdt401P.S 3584 1198 896 718 _1791 Note 1; Saletlrtact0ro11,310 1 is provided. -- CANTILEVER CONSTRUCTION 1('(Wid Strews 25.000 PSI with two t8diIieW arms StVptaliq a a nentrated toed it varM disiancea tram 916 venical u pw ooWr,) Cantilever Length Pipe Site i' 2' 3' � 4' S' i' Sch. 40 In 226 113 7S W Roommended t' SCA. 401P.S 425 _ 212 144 106 85 _ _ 1 %' Stz1.401P,S. 751 376 250 188 150 _ 1 SS' Sch. 401 P.S. 1045 $23 316 261 209 _ 2' Sdt 40 I.P.S. 1797 SW - 5% 449 _ 3% Note 1: Safaly factor of 1.3 to I is pro idol. - LOAD CAPACITIES OF FITTINGS Set Screws Filling Size Torqyue It Screw Push Old FL lya 13 - - --- 1 1000 13 2 1900 7" N 1 1200 _ • _ 14_ ._ _ _ 1 % 17 1 1800 1l 2 r 17 1 17 2 ApoW data rrnlptfed by an independen7laDOrllary"t! arocooures: Starderd LP.S-drab pipe w1hu"n the v rri6 hthnpp3.10 die targua shown above. A 30;Wb'O br�r, appded wrticaf load the pipe mumber'"n atramp9.1 31s1Y1190. Load capacdiss listed above are as* on9; LOAD CAPACITIES OF STD, I.P.S. SIZE ALUMINUM PiPE SCH. 40 6063-T6 TYPICAL HANDRAIL SECTION WHEN PROPERLY TORQUEO Pipe Si><e Seaton peflectlon Reo9ve7y To 5' 2126 .158 10' 2.247 A89 I Sr' a' 1 119 .129 1 `7' 16, 1.964 .747 ADOW data compirod by an indeperdefu iaboramry using a 20001b, proving ring and 8t a silo road of 200 los. Atum:rwm piper's not recommended for racking systems. LOAD CAPACITIES OF FITTINGS SETSCREWS WHEN PROPERLY TORQUEO Filling Slip Tcimue Pt. Lbs. N9. agreed Load Capacity I V.- 10 1 937 W. - i'G' 10 2 1006105. 14;- 12 1 950 Ds. I'h- 12 2 102,1106. Above data compiled by an independent laboratory using the following procedures. A 30,000 ib. universal 19311119 machine applied vertical toed to pipe member in an afrempt to produce pipe slippage througn the rerticel banel or the filling. Load capacities listed above are based on a Safety /actor of t00S. 15 Control. No: SRP2C8.GT.P Page 3 of 5 • 12° Diameter Core TOP VIEW (Top View) �0 IA12° Schedule #4� 12" Sonotube® Form • / Galvanized Pipe Max 0r/ � Height Above �' ~ C%� % •J : / 1 . I� 12° ,,I � Grade GRADE 1 F2.7T Concrete M Approx. T17-1 coy r ` rh!„ GROUNDTRACO SYSTEM WITH SONOTUBEO OPTION AFF SONOTUEEO ENGINEERING FOR APPLICATION NOTE: Footings are 10' o/c (non snow load condition) Pmax = 18 psf (136"f 12") (81.5"I 12") =1045 for (4) Supports Max Uplift @ each support 1045 / 4 = 261 FOOTING DESIGN Use 12" Diameter x 42" Deep Pad Pmax = 150 pcf rr/ 4 (1')2 x 3.5'= 412 F.S-=412# /261 x 1.33=2.1 Control. No: SRP208 GT.P Page 4 of 5 Professional Solar Products, Inc. Oxnard, CA GroundTrac® Footing Detail Engineering 12" Diameter Core 0 (Top View) l, o�. a N , , i Concrete Footing Detail: Volume = 2.7 Cubic Foot Spacing Rear,'Front = Max 10' On Center ( Non -Snow Load) NVI Spacing Rear/Front = Max 6' On Center J50iIb-pereSn w Load) BUT a )N� NOTE. Footings are 10' o/c (non -Snow load condition) 0 :. Pmax = 18 psf (136"/ 12") (61.5'/ 12") =.1045 for(4)Supports Max Uplift @ each support 1045 / 4 = 261 FOOTING DESIGN Use 12" Diameter x 42" Deep Pad Pmax = 150 pcf rr/ 4 (1')' x 3.5'= 412 F.S. = 412 1 261 x 1.33 = 2.1 /Rpt ES S/\ BAS 9`�y � m m :06/309 / -0 slq�OF Control. Nc: SRP208_CT.P Page 5 of 5 ' P . Sunnyo250OU :3 ...:�.�pF�u y. The leading grid -tied photovoltaic inverters in Europe and America - SSiC(22::ti:tir:;:C $FJ+rt!w .. C=I JIWI 6,Pby The S,'YtA Sunny Bo) inverter, the most popular rid-tiedphotovoltaic inverter in Europe, is i" now UL 17,11 Listed in Norte, America. Sunny Boy's track in and available extensive record some of the world's most demanding markets has made it the favorite among PV professionals everywhere. Over 200,000 Sunny Boy inverters have been installed worldwide. Hoving f...< f. achieved the highest reliability of any PV inverter, Sunny Boy gained immediate acceptance M. in the US and Canadian markets. Superior design; rock -solid German engineer,'ng, and : •'V is exceptional' real-world efficiency hove made Sunny Boy the top choice for American solar ? ia. i. �:^ri?;i���ri' •fir :•.-.,i v :� i+' ::•y7:ti<?•: ............. ,::<:<: designers. These protessiona:s Know that Sunny Boy is a grid-iied inverter that they can install recommend without reservation and with confidence. Pv. SUNNY BOY 25000 ! _ INVERTER C4 -X V' --- ----J AC __ X CISCOt1NECT � Py- DISCONNECT Sw.TCsi SW:T,CN Pv ARRAY Specifications for Sunny Boy 25000 Inverter Technology Real sineewave, currem so:;rce, high frequency NAA, AC Input Vchage 213-2621240 V AC) or 183-229 (268 V AQ AC input Frequency 59.3-60.5 150 Hz), 50 Hz also myailabie DC Input Volioge 2510-600 V DC Peak Pourer Tracking Voltage 234-550 V DC (at 240 V AC) PV Simi Voltage 300V DC Minimum DC input Voltage 2:07-256 V dependent on arjiloble line voltage Maximum Array Input Power (DC @ STC) 30WI (240 ,C), 2600W 1208 V AC) Maximum AC Power Output 2500 W 1240 V AC), 2200 W 1208 V AC) Current THD Lass :hay. 4% Power Factor Uri)• Peak Imerier Efficiency 94.1 Cochng Convection cooling ;no fan)' Maximum AC Output Current 12.0 A Maximum DC input Current 13 A DC Volicge Ripple Ls, :hay. A Power Consumption 0 W nighttime, r 0.25 `N standby Ambient Temperature Raiing 45 '•C Enclosure NEvUk 4X sain _ss steel size 17.1 W x 11.6 H x 8.4 0 inches !4341^; x 295 H x 214 D mm) Weight 71 lbs j32 kg) Compliance United States: UL 1741, x2103.76, UL 1998, IEEE 519, IEEE 929 ANSI C62.41 Cl & C3, FCC part 15 A&B Internaiionul: DIN EN50082 Part 1, 61000-32, 50081, 50014, 600055 Part 2, 55011 Group 1 Class B, 50178, 60146 Part 1-1 Ail SFECS MAW CHANCE WITHOUT NOTICE DISTRIBUTED BY BREAKER SIZE 2p 15 Amp UTIDTY AC UiS'rRisunoR — PAKEL. EARTH rP0,AI BUT BUILD'INIG DiVIS]ON APPROVED Sunny Boy's unsurpassed reliabifity and efficiency is the result of SMA's manufacturing philosophy that combines simple design with robust execution. SMA`s state-of-the- art maximum power point tracking performance results in greater real-world energy capture than any other grid -tied PV inverter. Sunny Boy's safety and reliability record Is also exceptional due, in part, to the inverters redundant and monitoring and built-in ground fault detection and interruption protection. The inverter's 1GBT power stage generates a nearly perfect sine wave with the lowest harmonic distortion in the industry and meets ultra -strict PCC EMC standards. St M's unique String Inverter technology makes future system expan- sion simple. SMA advanced communication options are available to satisfy almost any application. 'Optional externo( far (Sun, y Breeze; available SMA America, Inc., 12438-C Loma Rica Drive, Grass Valley, CA 95945 Phone 530-273-4895 • Fax 530-274-7271 www.SMA-AMERICA.com - email: infoCSMA-AMERICA.com Solar Today... Energy Tomorrow Rev. 9/25/03 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 u)- L a t;5 IIII III III I IIII! III III II I ifl III tll 1002667Q Recorded Official Records I REC FEE 7,00 I COPIES 1.00 County Of I BUTTE CANDACE J. GRUBBS I Recorder ROSEMARY DICKSON I Assistant I Fay 02:41PM 21 -Jun -2001 I Page 1 of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: II Ci rc ,e / G t% tt/'� O 1-� U � ce r t6o 1, ✓9 r -t e_ ( -l_ &lo re col— ,?d iL co v v'V -� d -� Q v 71C jcTct�& o'P a < Arh "cA. ak- 1-2 / q3 Date State of California County of ..!`D PROPERTY OWNERS: r n S •e,.. On 2b Z(O i before me, { _.. t^iOt'ca,-3 O'f 1,E' personally appeared ;J�V :Tohn-a-6,n c�- # I ; Sro '� h )fc- Personally 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 -= �• L. AiNOA RMOYLE Signature-,-r� �ss•�-�—�-- Seal: p; ��� �i; Q L iC-CALIFO.1XIA CTfOU�Fty OF BUTTE Z2 My Comm. Exp(ret Oct.11,2001 A.P. #_ d �' —ZU— 7 DIRECTOR'S OFFICE DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7601 FAX: (916) 538-7785 November 15, 1995 Bill Blaylock/Randy Williams 4139 Tailwind Drive Chico, CA 95928 Re: Use Permit, AP 039-200-073, File 95-46 Dear Mr. Blaylock and Mr. Williams: At the regular meeting of the Butte County Board of Supervisors held November 14, 1995, your appeal of a denied Use Permit to allow a private special use airport on property zoned Interim A-160, located on the south side of Tailwind Drive, approximately 1 mile west of Dayton Road, south of Chico, was denied. Should you have any questions regarding this matter, please contact this Department. Very truly yours, W' i Farrel D lopment Services Director WF:lr cc: Land Development / Building Division Health Department Department of Forestry Clerk of the Board coun LAND OF NATURAL 'WEALTH AND BEAU T y DIRECTOR'S OFFICE DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7601 FAX: (916) 538-7785 November 15, 1995 Bill Blaylock/Randy Williams 4139 Tailwind Drive Chico, CA 95928 Re: Use Permit, AP 039-200-073, File 95-46 Dear Mr. Blaylock and Mr. Williams: At the regular meeting of the Butte County Board of Supervisors held November 14, 1995, your appeal of a denied Use Permit to allow a private special use airport on property zoned Interim A-160, located on the south side of Tailwind Drive, approximately 1 mile west of Dayton Road, south of Chico, was denied. Should you have any questions regarding this matter, please contact this Department. Very truly yours, W' i Farrel D lopment Services Director WF:lr cc: Land Development / Building Division Health Department Department of Forestry Clerk of the Board .9 I t Wrol6 Way weB afire fioax 12' . AP4'�t� 'ging Butte Cd Cr►�ireil�iletltai M®nth LIVING AREA 2122 sq ft AM S'691 WW/w°odO Mod + g-0^ 3'-I This section to b�� wood or steel framed ' re196d PWI— W W Wow 666[ i I Ilt_ I u II BATH f1 �01'�, I I I I I I I I C yellow is o first floor o m O N � 0 3 T F I I LAUNDRY B'-5" x 10'-4" Sen cco BOM SIDES CP WALL PORCH ENOMEREDI C SET 21'-2"x s -T" S" I I � I CH -SE II CLOSET DROP PORCH FLOOR 7 (ntln) � I L zsxre• ��; m B' -8g' xT4'•11" �^1 1 —o C I — I g LOSET g� '-6"x 6'-S" I - 01 M W99106690A – - r��� �e g MASTFtRDRNi'�"J 2o•s4x"tx_s"�� CeA er Antla OI f 99 fitlm I o P CLOSET 6'-7" x 6.-T' / %v V I a If O.M. o detaw tto a ,61d Y7 u� — o q � oro 3 10 EdeolR rellb code E � I � I1 I 1 HD 10 w6 x6 poW O I dfit6ctam 1 I . CLOSET 6.3"x r-tt•. ttu+dw .9 I t Wrol6 Way weB afire fioax 12' . AP4'�t� 'ging Butte Cd Cr►�ireil�iletltai M®nth LIVING AREA 2122 sq ft AM S'691 WW/w°odO Mod + g-0^ 3'-I This section to b�� wood or steel framed ' re196d PWI— W W Wow 666[ i I Ilt_ I u II BATH f1 �01'�, I I I I I I I I C yellow is o first floor o m O N � 0 3 T F 4 11 LAUNDRY B'-5" x 10'-4" C SET CHMNEY I I � 6'-9"x8'-3" CH -SE II CLOSET � I L zsxre• ��; m B' -8g' xT4'•11" .9 I t Wrol6 Way weB afire fioax 12' . AP4'�t� 'ging Butte Cd Cr►�ireil�iletltai M®nth LIVING AREA 2122 sq ft AM S'691 WW/w°odO Mod + g-0^ 3'-I This section to b�� wood or steel framed ' re196d PWI— W W Wow 666[ i I Ilt_ I u II BATH f1 �01'�, I I I I I I I I C yellow is o first floor o m O N � 0 3 N 8 E ' E.$E 'E u°3B OL t'I�> moll ENVIRORMEMI. HEALTH J U N 1 9 2001- Chico, 001Chico, California SITE PLAN REVIEW APPLICATION Date: __S — a - 0 I Permit Number (if applicable) 0 I — ) O 1 S AP# C) 3C) - 20 0 - 0 -7 "2>. APPLICANT INFORMATION Parcel Size: )q D A L Owners Name: MH QSISA - C o V" -C% A Lr S A Owners Address: �i 13 W I LLo 1•,I Telephone No.: `3`-12— Situs Address: )q 1,:1G) LLOVj Lr4_ J D1 AV 6 - Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ' ❑ Approved Conditionally Approved ❑ Resolve Problems Prior to Approval 10 Site Plan Stamped Approved By L4=> Date S— — Page 1 of 5 e ALL ITEMS CHECKED APPLY TO THE PROPERTY r Parcel Is In: ❑ Snow Load Area: • • P�2 AC ® Land Conservation Act Minimum Acreage: X Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attac'h� d) • Flood Zone: �f • Flood Panel No.: 4 9,C) 5 i✓ Index Date: C) ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance --------------------------------------------- ------- -------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: A — L% Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front C. L Side `ZS Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees Amount ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) Formula * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Deeds: Date of Creation: Legal Access Provided: ❑ No Deed of Reference: Legal Access Required ❑ No Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name:_ Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Yes ❑ Yes . ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by'zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 11 Subdivision Map/Parcel Map: Map Date of Recording: 8-1--)- (�3 Lot: �Z ❑ Use Permit/Minor Use Permit Permit Number: Book: ) `32 Date of Approval: H Comply with the following Conditions of Approval: P � ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 Page: 19 Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless.a' pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements o f the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance on slopes steeper than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ' ❑ A plan prepared'by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division. ❑ Engineered foundations are required. ❑ Class A roofs are required. Page 4 of 5 Is SN I JP�A IR LvpiriaQ FM -1 Tr'-) o-2 Com' seen L Pe2yr-) N S, 14 IkRk.:n-A `D6 -p -r- A71 42.f --G1 tit 2.V-- A PLS -FL-6e)-51Y,z,- ,- D -P T1 -As SE v)Ar., i�:tsP©SA.- A2.f.—.p Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy DocumentsTuilding Permit Site Plan Reviewl.doc. Page 5 of 5 1 06/15/2001 11:24 16022878737 Project Name: Johnsen Job Number: 01109 AZ STRUCTURAL GROUP Arizona Structural Group 4450 N. 121 St., Site 238 Phoenix, AZ 8501 d fle hone: 1602 287-8720 fox: 602 287.8737 DESIGN CRITERIA # 1 Code Compliance with the 1997 Uorm Building Code with City Amendments and soils recommendations provided by Applied Testing trisultants, dated January 24, 2001 Loadings Live Loads PAGE 01 Roof: psf 4/12 to less than 12/1pitch, reducible for area .......................................:.. 16 Floor: psf Residential Residential Balconies Wind Loads P = Ce•Cq•gs•l ' Exposure B, Basic wind speed " 5 mph Ce = Exposure B - 0-15 R ; .......................... 0.62 Exposure B - 15-20 ft .......................... 0.67 Exposure B - 20-25 ft{ ........................... 0.72 Exposure B - 25-30 Etl .......................... 0.76 Cq = (Projected area methoo) - Primary Frames - I On verticle projected meas: Structures 40 ft or less'! .......................... 1.3 horizontal On horizontal projected areas 0.7 upward - Wall Elements. Enclosed 8t unenclose4 structures ............ 1.2 inward dt outward (Value may be reduced;to 0.9 for areas over 100 R2 = 1.1 for 401iZ qs = Basic wind speed 75 thph ........................ 14.5 1 = Standard occupancy ......................... 1.00 P=0.62*1.3.14.5.1 = 11.7 Seismic Loads 97 UBC V = (2.5*C,*I/R)•W E = p*Eh + E� Zone 3 Job # 01109 06/15/2001 Page D 1 j Design Criteria.doGREV 7.96 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 200 1 --(a026Ea7t3 Recorded I REC FEE 7.00 Official Records I COPIES 1.00 County Of BUTTE CANDACE J. GRUBBSRe I ROSEMARYrder DICKSON I Assistant I Fay 02:41PM 21 -Jun -2001 I Page 1 of 1 AGRICULTURAL STATEMENT OF ACIHNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT ' Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the. pursuit of agricultural operations including, but not limited tc cultivadon; plowing, spraying, priming, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposess .n& esi&its within said zones and on adjacent property should be prepared to 7-xep: uch. iiic6nvenience or discomfort from na:►mpl, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: rarCe S-4Uw-\, ocer-,,, joce- alo re coed /A TA e- c.o'/n ty d -� Q v 71 e, S7oLZL 17� U U k l 9 2 Q� J -r+ q� f a% 0, b Date Ci I PROPERTY OWNERS: ",a-il Ile, State of California County of On '2Cidi before me, nOr ra, cj ii-:, personally appeared; �E C- (J.I ; G r -n '---J-n hrnftc--o Pers )naRy known to me (or proved to me on the basis of satisfactory evidence) to be the persons) whose name(s) is/are subscribed to the within instrument and ieckmowlvdged to me that he/she/they executed the same In his/her/their authorize; capaday(ies), and that by his/her/their signature(s) on the instrument, the penon(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal M L. fNORIl10YLE N CO&; Ni m ! 58507 �s Signature ` )oma +-r� �. T Seal: 41181-IC-CnLIiOAXLA y a COUNTY OF 8VrTE sass Aly COMM. Expliu Oet14,2001 ` A.P. # 3 01 — ZC/ — 7 BLme PloT Plein fw eaith nment ental Health Enviro MAR 2 6 1997 Chico, Calilomia ENVIROMP.MMI. HEALTH J U N 1 9 2001 :. -- Chico, California --- �n��en�r9nv� om M SQ lei -i �qfe�,. �pTiG a/ -JAI 67 �_ /no '0 uew 760 Iy _.co so' wi11 1` We11 `Tu hf-w hut' 1n p're E 2iSer BLme PloT Plein fw eaith nment ental Health Enviro MAR 2 6 1997 Chico, Calilomia 3 q7 LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE said/ng Permit No. Address: L4A)DIAl b Parent/Previous AP: nn NAME: NUMBER: /U 1, i% % J NUMBER: PANT WAl1�T COUNTY ZONINGTNAME r E 'J/: FLLOO.00 D Z .. ONE: FLOOD MAP; DESIGNATION: ':.2d� APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH 'COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: MAP INFORMATION: DATE OF RECORDING 3 LOT 3 BOOK 32 PAGE 4— COMPLIANCE COMPLIANCE WITH OLD SUBDIVI ON 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. Most 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 BUILDING DMSION 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. �\ o• Main��)ft. I hfield setback fro % ��% L 11 S P03 V:.) S L- d1�- X6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 7. 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. X10. 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 removal. 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 $ in the Oroville Area Traffic Mitigation Fee Agreement. Playnswt to be moats to des PlorAig Dhdziwi as stated _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homei si hall 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. N' 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. _A 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. .,1/ 21. 'FY'LOv I OC- Y.)i--i rJ74yG o(L P -EM S ED 1 rr2-16A-7I o N K'CAN -1-o Fie&vim F-Lco %I/VL d+ F_aQe6MQ. SEWIN�C- 015POSAL- - — 22.' J� (L to VL 1 S S v &,vc -4c o T EIAJ A -C t=- Y) L S (2() SA -t_ )Pt 2 M l 1- c 23. I Tc. Ic 8- O N N VL- r! re -D PfWTit) L N F 24. 25. 26. AI GNVI 31108101 iNa00 L661 L Z 8tiW ®3AI333Z1 LD 7/96 C.\WP1140S MMDCA.PM.CIA 06/15/2001 11:24 16022878737 AZ STRUCTURAL GROUP PAGE irou d4 0 N. 1211'1. Site 238 ralPhooeniCx,, AZ 85014 telephone; 1602 287-8720 fox: (602) 267.8737 DESIGN CRITERIA Project Name: Johnsen Residdnce. Job Number: 01109 i # Code Compliance with the 1997 Utrisultants, orm Building Code with City Amendments and soils recommendations provided by Applied Testing dated January 24, 2001 Loadings j Live Loads Roof: psf 4/12 to less than 12/14 pitch, reducable for area ........................................... 16 Floor: psf Residential.......................................................... 40 Residential Balconies I .......................................................... 60 Wind Loads P = Ce•Cq-qs-I ' Exposure B, Basic wind speed 15 mph Ce = Exposure.B - 0-15 ft ; .............. I........... 0.62 Exposure B - 15-20 ft .......................... 0.67 Exposure B - 20-25 .......................... 0.72 Exposure B - 25-30 fly .......................... 0.76 Cq - (Projected area method - Primary Frames - I On verticle projected meas: Structures 40 ft or less i .......................... 1.3 horizontal On horizontal projected areas ..........1. 0.7 upward - Wall Elements - Enclosed & unenclose4 structures ............ 1.2 inward & outward (Value may be reduced; to 0.9 for areas over 100 R' = 1.1 for 40ft2 qs = Basic wind speed 75 thph ........................ 14.5 1 = Standard occupancy ......................... 1.00 P = 0.62.1.3.14.5.1 = 11.7 i Seismic Loads 97 UBC V = (2.5•C,•I/R)-W E = P`E), + E„ Zone 3 Job # 01109 06/15/2001 Page D 1 j Design Criteria.doe/REV 7-96 NOTES RESIDENTIAL v/ 039-200-073 01-1015 „ JOHNSEN, AL1SA & CLIFF 4139 WILLOW LANDING CHICO CONT: OWNER i����•O1 �� NEW SF NJ roJ r _ OFFICE COPY coo/--, Address GAS Meter By Date ELECTRIC (R I Meter By Datlo° 1 Uro - I d SPECIAL CONDITIONS CHECKED BY K SRA r FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. XSPECIAL INSPECTION ITEMS • i n VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER + /1�I1ME ra 2ovE� F JOB FINALED (Date ` Signature t V=OK 1. a0 = Not OK 2. = Not Applicable MOBILE HOMES = Not Ready Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails Date MOBILE HOME UTILITIES (Plans) OK except #'s 5. 1. Zoning Requirements -Setbacks -Easements 6. 2. Soils; Special MH Support Sketch 7. 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ -/Amp-Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or / /"L"ft./ PLPG 7. Well Clearance & Disconnect 8. Utility Clearance ..Pate Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas: MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Onlv: License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting. Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (; Date Underfloor (Plans) OK except #'s 3 1. Zoning -Setbacks -Easements -Flood -Slope Date 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 25. 3. Fig., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 26. 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 7 5. Stemwalls, Main; Steel- Blockouts-Wrapped A.0 nsulation & Support F aust above insulation 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Uellubieed 6a. Hold Downs and Special Anchors 30. 7. Slab, Steel -Wrapped 31. 8. Piers -Fireplace Ftg.-Steel Affxlp. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 3 . 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 314r moke Detector 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground Date 13. Plenums & Ducts; Clearance -Material -Support -Ins. Card B-1 Date Card B-1 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation Date 16. Insulation FRAMING (Permit) OK except #'s AL Date Card B-1 Date Card B-1 Date Card B-1 Date Card 8-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Wa er Pipe; Test & chor-Nail Protection W.V , s m Anchor -Nail Protection Showe st,First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access as Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date EL TRICAL (Permit) OK except #'s 3 ture & Transformer Clearance -Ins. Protection Date Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled ' 26. R ex stalled Close to Edge of Studs & C.J. 7 round made up w/Mech Fasteners -Bond Gas & Water A.0 nsulation & Support F aust above insulation liance Circuits in Kitchen & Conductor Size GFI Uellubieed Wire Size / / ga. C r AI- . . Wire Size / / ga Cu or At 30. Range Circle/ / ga ven Circ. / / g or At Insulated Neutral es ❑ No 31. Ser 'Ee-Riser Conductors & Ground Main Disconnect Affxlp. Clearances Panels-Motors-Mech. Equip. 3 . Clot -Closet Light -Shower Light -Spa Light 314r moke Detector jingle & Duplex) Date FRAMING (Continued) 4 ang -Post Caps -Anchors -Connectors 474!ng. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Ring. 48. FireplIciooTlies or Type A Flue -Fireplace Throat Clearance c Ac es ize & Romex Protection -Draft Stop -Ins. Baffles 0. Windows or Exiting Doors -Sill Ht. & Dimensions arage Fire Protection Framing 52. Pro oily Line Firewall & Openings 5 A. oors-One 3' -Check Garage 3rd Story, 2 Exits tai , Width -Headroom -Rise -Run -Landing -Fire Protection lywood on Roof Overhang -Attic Vents -Rafter Outriggers ;,/Sid' g -Nailing Veneer tucco Mesh -Drip Screed -Fd. Vents-Underflr. Access e-50AIazing Area -Glass Protection -Skylights -Plastic 5Q,,6ear Walls; Nailing -Bolts 60. Broca Interior/Exterior Wall Panels Ins on -Walls -Ceilings I nfiltration-Walls-Windows Date 1 - pk Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL lans) OK except #'s 6a"Ext.-Steps-Door & Sidelight Protection- Land idas Vents -clearance -Comb, Air -Connector - In Gar . e; Above Floor-Ducts-Mech. Protection dr tai Exiting F.I. &.Bath Fixtures & Tub Access -Spa . 68!Efeq!Triro & Suboanel. Breaker Sizes & Labels CZ6!Fi ace or Stove, Clearance -Hearth Ele utlets at Wood Panel, Int. & Ext. 72'KitA75xt. & Appliance; Ground -Air Gap -Cooking Clearance 73-5!!!. Outlets & Receptacles at Kit. Counter G ge Fire Door; Swing -Landing -Closure A.C�rD'uct in Garaqe-Damper 767 Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. i in rag °hove Floor-Mech. Protection PI , le . & Mech. Equip. Listed for Location EI eceptacles in Garage (F.F.I.)-Romex Protection Insulatiort=Foam- Looked in Attic ails & Deck Construction -Post Caps F ', VBenis & Crawl Hole Door Drainage &.Wood -Earth Clearance Looked under Flo es owing Instld./Driv es J No/Walk es J No/Planters es J No 83. Stucco Brown -Finish 84. A.C. si connect, Electrical -Plumbing entsoof, Plbg-Appliance-Fireplace-Clearance to Openings ater W isconnect, Electrical, Plumbing ori lec. Trim, G.F.I. Receptacle -Underground entilat' Kir-bughout House 8 ass Plot ction from Previous s sM- eters Tagged, Gas -Electric Wate ewer Connected -C/O to Grade -HD Approval nergy,Gornpliance 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: Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. tj'e<ent A.0 nsulation & Support F aust above insulation 37. Condensate Drain & Overflow, Size & Grade ur ce-Vent Access -Comb. Air -Return Air Vent 115 outlet 4 itic Access & Platform if Furnace in Attic o Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Pr per Materials & Anchors 4 W ds -Nailing Spacing & Braces -Plates -Sound 4 B ring Walls over Girders & Floor Nailing 4� ZoOOF'ir/stops, op in Walls (rat proof) Furred Ceilings -Stairs -Chasers -Tubs 4$. eaders & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 4 ang -Post Caps -Anchors -Connectors 474!ng. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Ring. 48. FireplIciooTlies or Type A Flue -Fireplace Throat Clearance c Ac es ize & Romex Protection -Draft Stop -Ins. Baffles 0. Windows or Exiting Doors -Sill Ht. & Dimensions arage Fire Protection Framing 52. Pro oily Line Firewall & Openings 5 A. oors-One 3' -Check Garage 3rd Story, 2 Exits tai , Width -Headroom -Rise -Run -Landing -Fire Protection lywood on Roof Overhang -Attic Vents -Rafter Outriggers ;,/Sid' g -Nailing Veneer tucco Mesh -Drip Screed -Fd. Vents-Underflr. Access e-50AIazing Area -Glass Protection -Skylights -Plastic 5Q,,6ear Walls; Nailing -Bolts 60. Broca Interior/Exterior Wall Panels Ins on -Walls -Ceilings I nfiltration-Walls-Windows Date 1 - pk Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL lans) OK except #'s 6a"Ext.-Steps-Door & Sidelight Protection- Land idas Vents -clearance -Comb, Air -Connector - In Gar . e; Above Floor-Ducts-Mech. Protection dr tai Exiting F.I. &.Bath Fixtures & Tub Access -Spa . 68!Efeq!Triro & Suboanel. Breaker Sizes & Labels CZ6!Fi ace or Stove, Clearance -Hearth Ele utlets at Wood Panel, Int. & Ext. 72'KitA75xt. & Appliance; Ground -Air Gap -Cooking Clearance 73-5!!!. Outlets & Receptacles at Kit. Counter G ge Fire Door; Swing -Landing -Closure A.C�rD'uct in Garaqe-Damper 767 Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. i in rag °hove Floor-Mech. Protection PI , le . & Mech. Equip. Listed for Location EI eceptacles in Garage (F.F.I.)-Romex Protection Insulatiort=Foam- Looked in Attic ails & Deck Construction -Post Caps F ', VBenis & Crawl Hole Door Drainage &.Wood -Earth Clearance Looked under Flo es owing Instld./Driv es J No/Walk es J No/Planters es J No 83. Stucco Brown -Finish 84. A.C. si connect, Electrical -Plumbing entsoof, Plbg-Appliance-Fireplace-Clearance to Openings ater W isconnect, Electrical, Plumbing ori lec. Trim, G.F.I. Receptacle -Underground entilat' Kir-bughout House 8 ass Plot ction from Previous s sM- eters Tagged, Gas -Electric Wate ewer Connected -C/O to Grade -HD Approval nergy,Gornpliance 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: COUNTY OF BUTTE ........ BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER of 5 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. .11 " �t� I .11 " �t� /U - t -0Z. dJ V;2 -Z- COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive * Oroville, California 95965 • Telephone (530) 538-754 PERMIT NO. APPLICATION AND PERMIT 538-75bPERMIT /0 15 ASSESSOR PARCEL NUMBER 039-200-073- ZONING - BUILDING PERMIT OWNER TELEPHONE F.N- AT.TSA & - .OWNERS MAILING ADDRESS3617 SO. FT. OCC. BUILDING VALUATION R 00 CONTRACTORS NAME TELEPHONE n SJ CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDERS MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER VERTECH LICENSE NO. 60387 Filing Fee $ 20•t)0 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS 3650 MORROW LN. CHICO CA Plan Checking Fee $ 6886,9 BUILDING ADDRESS IT T9 Energy Plan Checking Fee $ 911-00 $ PERMIT FEE $ 1 7Q1 1,9 LOTNO. SUBDNISION•SNAME _ PAR M^P^� `J PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF EX Duplex ❑ Mobilehome ❑ Other sPEclw Each Trap 7.00 Solar or heat um water heater 23.00 23 00 Water piping 15.00 is nn Each as water heater or vent 15.00 TYPE OF WORK New 1K Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SF Gas piping stem 1 - 5 outlets 15.00 15.00 Buildingsewer 15.00 15.00 Mobile Home S G W @20.00 PERMIT FEE $ 214. ELECTRICAL PERMIT Fling Fee 20.00 800V ORLESS Main Service .A OR LESS 23=23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 61- I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A To 1000A 46.00 NEW CONST. DWELLING OCCUP. NEA ONS. ( . SMS 3.5QF°: 152.95 MULATI T NON gESID. C @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FDTn/RES 20 Q 1.00 aAL @ .so Ex. Occup.. ounFrs ASID°Ea 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 195.95 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed 0 the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify. that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply 'th those provisions. X Date Signature of A cant mrowim -own❑Contractor ❑ Agent An OSHA permiffs required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating 2 120.00 40.00 Cooling 2 20.00 40.00 Hood 6.50 6.50 Ventilation 1 4.50 4.50 PERMIT FEP 111,00 Mobile Home Installation Fee $ Energy Inspection Fee $ XXXX 46.00 PE TOTAL FE $ 2358.13 Z. D. FEES IMP X FL I. PARCEL X PD X H ISSUE X This permit is hereby issued under the of the Butte County Code and/or indicated above for whi h fees have By PERMIT EXPIRES ON -7 applicable provisions Resolutions to do work been paid. Dae' -711010,1 efe Receipt No. 324417/771.. 5 WHITE-D.D.S.-B.D. CANARY-ASSE OR PINK -INSPECTOR GOLDENROD -APPLICANT I Ir° �;u. S`� ,',+. -. .•.,:.ro '� :': S'`,,}i.v.f� kMr�.,,G'. •,y; ��,'»+•:: A,,o,iK_�ff�l t�; �.�i.�►.'�i �/ �. y. e . a 1 b• "COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 !�OUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 5�8-7541 ,. PERMIT APPLICA TION DA TA SHEET OWNER: t ti ? C L��I S� ASSESSOR PARC ER: � - 2 0 Proposed Building Use: _uilding Inspector: r IJ . Date: _rj O (� At time of permit application, I was advised the following data must be submitted piioLto-pe.rmit processing and/or issuance: ZV Date Received By 1 items have been submitted .------------------------ ----------------------------------- +� . lot plans, 3/4 sets, signed by the preparer of plans. --------------------------------- -------------------------- ❑3 C • mplete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ngineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- A . ngineeied truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 116. Energy Design Compliance and supporting documentation.---------------------------------------------------- 117. -------------------------------------------------- ❑7. Statement of Intent for Non -Heated and A/C Buildings. ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑%'4anufctured Home a�tallaqinstructions includ' ig ` pecifications.------------ ----- ) �pg eesof$�12 Impact fees as shown on the attached schedule. --------- -------------`""-------------------------------- - - California Department of Forestry plan approval/fees.------------------ =------------------------------------- oil Y 3. Flood elevation certificate. -------- - - --------------------------------------------------------------------------- 4. Sanitation and plot plan approval ealth Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: (3(G (B) Parking: -------------------------- QQ' ❑ 18.'Contact Land Development about ❑ Improvements, ❑ Drainage,-mkegal Parcel. ----------------------- '] 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑ 20. Pre -inspection for required. Request to Building Inspector on (Date) ❑21. Contractor's liccense information. (Number, Name Style, Classification). ------------------------------------ 0 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23. Owner -Builder Verification (Given to owner �, Mailed to owner 0).- ---------------------------------- 024. Letter of signature authorization: ----------------------- ---------=-------- ---------------------------------------- ,� 0020'5. Recorded copy of Agricultural Acknowledgment Statement. ------------------------------------------------- 026. ----------------------------- ❑26. Letter of intent on building use.---------------------------------------------------------------- =--- ---------------- El ----------- ❑27. Manufactured Home utility clearance.--------------------------------------------------------------------------- / ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑2433 A, ❑Grant Deed, ❑ M.H. Title, El Check to H.C.D $ .--------------- 0. Other: ,4PP, ,V 4�/2�------- �en you issue t, �°� ss flows ❑ Mail to owner, a' c , n/ Ac or ��l'elephone ((J and hold for pickup at w ce. ❑ Deliver with inspector. r „ Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Dc ent, ❑ Air P0 n_ Date:,.. i Copy of plans sent I Health Department, o Fire Departments-®ther — Date V f 1. Index permit application for the above items numbered: '0AW"Ay ❑ 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 requiied data by ❑ phone, ❑ mail, ❑ Building -Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Buildin' -Div sion counter, by Dat Plans reviewed by: Datefi`. Plans�prov d by: " ' r � "+ Date: Sets of plans on hold in ❑ Plan CabirieP'#ofid'er`i� , 1tertansfer 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 (530) 538-7541 SCHEDULE OF FEES DUE OWNER �1r1 ► �` PROPOSED BUILDING USE 51 �' G el o &I t7-' Z-1. BUILDING PERMIT FEES --Balance Due ........................................................ $ I J O CO �7 S --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ 42. --Revised Plan Checking Fee..............J�................. $ SCHOOL DISTRICT FEES ✓ 3. (paid at District Office) SHERIFF FEES (paid at Building Division) Residential .................................... Z— x $360.00 = $_3b o Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. Commercial'(Sq. ft.) ............. —x—=$ Sq. ft. Amt. RECREATION DISTRICT FEES (f /-1 i G 0 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P.# 1-200-0-73 DATE '03'01 RECEIPT # DATE REC. (0-I16-Ot TR n -o ap, 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 ma7b, during the plan checking process. APDATE )5-301ursuant to Govode Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been impos your proje . You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) s Attention Property Owner: - An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YESNI NO[ ]. 2. I HAVE[Cej HAVE NOT[.XJ signed an application for a building permit for the proposed work. 3. I have contracted with . the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. ` 4. I plan to provide portions of this work, but I have hired the following' person=to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK'i SIG D: PROPERTY OWNER: SOCIAL SECURITY NUMBER: DATE: 0 1 NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health. and Safety Code. This verification must be completed and returned to our office before . we are permitted to issue the permit. OVER O.B.-1 Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: . 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials -and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. - A frequent practice of unlicensed persons professing to be contractors is to secure an""ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor -and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm" that you are aware of these matters. The building permit will not be issued until the verification is returned: Sincerely, Michae'l C. Vieira, C.B.O.: �: Manager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER c� 6- � CJS ,.. .,.._ : vr• 4;�;, '4'.i' f ' ..- .{� .:#i'.z�... K� +R'=��n: � � i•�-yv..:. :-t„. +� , uy'�::.ca. y... .�. fio.. r �. - � . i »' BUTTE COUNTY PARKS DEVELOPMENT FEE CERTIFICATION FORM %CHICO AREA RECREATION AND PARK DISTRICT Ass4ssor Parcel— Number(s) Property Owner Project Location/Address �� (,j� ��De.i Lt.,c�i-,C C41 <U Subdivision Lot Number(s) Residential Development: (check one) New Development Alteration/Addition >CMobilehome(s) _Non -Residential r to Residential Total Number of Dwelling Units Comment:, Building Department Representative Date • ��r�**�r��r�x���r��**��r����r��r�r�x����r�r��r��r�rr*�r,r�r,r,r�r�r�r�r�r�r�r�r�r�r�r�r�r�r�r�r�r�r�r�r�r�r�r�r�r�r�r�r�r Chico Area Recreation and Park District(CARD) certifies that C1, (Applicant Name)t ( (Phone Number) (Street Address) CLcy CIP (City) (State) (Zip Code) has complied with the requirements of Butte Co. Resolution No. 90-140 by payment for dwelling units @ $1,189 for total payment of 1 _ t Iz L-,'CXRrKRepresentslbatA PAID BY CHECK NO. BANK NO. PAID BY CASH RECEIPT NO. Distribution: White --Applicant Pink --CARD park -fee (form revised 11/90) 001 -3a Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. BUTTE COUNTY PARKS DEVELOPMENT FEE CERTIFICATION FORK CHICO AREA RECREATION AND PARK DISTRICT Assessor Parcel Number(s) 0;-- 0-07 Property Owner !-,} 04-\ �A_4( Project Location/Address l04, /r, c4 [ to J Subdivision Lot Number(s) Residential Development: (check one) INew Development _Alteration/Addition k Mobilehome(s) Total Number of Dwelling Units Comment: _Non -Residential to Residential Building Department Representative Date Chico Area Recreation and Park District(CARD) certifies that (Applicant Name) ( (Phone Number_) .141 (Street Address) Ci. 9� f, (City) (State) (Zip Code) has complied with the requirements of Butte Co. Resolution No. 90-140 by payment for dwelling units @ $1,189 for total payment of $ (''CARD`,`Repre senta yv /batA PAID BY CHECK NO. REMARKS: BANK NO. f PAID BY CASH RECEIPT NO. Distribution: White --Applicant Yellow --Butte Co. Building Dept. Pink --CARD Goldenrod --City of Chico Building Dept. park.fee (form revised 11/90) �;k , 3 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District 0), U f! --t'/ Building Department No. A.P.•Number-37—(wa— 73 Jurisdiction: City County Property Owner L I (�.}' J 0 {'l (�J�i�i / A A/ Property Location/Address La Subdivison oft, LdNo. �-- Residential Development F Sq. Footage 140 No. of Living MHI Addition (Group R) Units Commercial/Industrial Building Department Representative 0 0 Sq. Footage New Addition (Floor Plans reviewed by School District Personnel) District Identification No. School District certifies that ress) J has complied with the requirements of Resolution No. representing 144 square feet. r resentative (State) �j (P61- 1 Date 0:56zg (Including Exterior Roofed Areas) IXT , � 0 �411561/1 pplicfantt) ( / (Phone Number) (Zip Code) by payment of $ -e_ AB 2926 $ FULL MITIGATION $ ����� Date Paid by Check # �J Remarks: rA o bi to h meit, bl (, + Bank Number r Paid by Cash It, subsequent to the School District Representative signing this Butte County Schools Impact Fee, Certification Form, the School -District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate itsadditional school fees to fully mitigate its impact on the school district's schoolson the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformmkl (11/94)dmm r Ab - 5'Z Xy '301 x ColL F. SUBJECT TO FINDINGS VI(A-F) AS DETAILED IN THE JOINT ACTIONS PREPARED FOR MAY 8, 2001, ADOPT A JOINT RESOLUTION G AMENDING THE GENERAL PLAN BY AMENDING • THE NORTH CHICO SPECIFIC PLAN FIGURES 5- 1 PARKS AND OPEN SPACE, 6-3 DRAINAGE CONCEPT, AND FIGURE 3-1 LAND USE MAP, IN ACCORDANCE WITH THE ACTIONS'CONTAINED IN ACTION "E" LISTED ABOVE, ON PROPERTY IDENTIFIED AS A 5 -ACRE PORTION OF APN - 047-350-130, AND A 6.71 ACRE PORTION OF APN 047-350-015, AND AUTHORIZE THE CHAIR TO SIGN; , G. SUBJECT TO FINDINGS VII(A-D) AS DETAILED IN THE JOINT ACTIONS PREPARED FOR - MAY 8, 2001, UPHOLD• THE APPEAL, AND APPROVE TENTATIVE SUBDIVISION MAP 00-03, FOR STEPHEN J. SCHUSTER, SUBJECT TO THE CONDITIONS OF APPROVAL AS DETAILED IN EXHIBIT "A" OF THE JOINT ACTIONS PREPARED FOR MAY 8, 2001. (FROM 5-8-01 [4.101) (DEVELOPMENT SERVICES) r Page 19 May 22, 2001 2-7, 56 35?.�v ri Time Item No. 8.00 Communications 8.01 Communications received and referred. (A LISTING AND COPIES OF COMMUNICATIONS RECEIVED BY THE BOARD IN ADDITION TO THOSE LISTED BELOW ARE AVAILABLE IN THE CLERK OF THE BOARD'S OFFICE.) * 1. Greg Webb, Chairman, •- Building Industry Association of Superior California, writes the Board regarding the Airport Land Use Commissions' adopted 2000 Comprehensive Land Use Plan (CLUP), and recommends the Board consider overriding the CLUP on lands near the Chico Municipal Airport. (REFERRED TO BOARD, CHIEF ADMINISTRATIVE OFFICER, AND DEVELOPMENT SERVICES (5-4-011) , * 2. Susan Ritchie, Vice President, Government Affairs, AT&T Broadband, writes the Board to give notice that effective June j,.2001, AT&T Broadband will reduce the administrative fee for late payments from $4.75 to $4.51 plus ! applicable franchise fees. ,�..,' •� � .111,E 'bAJE) SIES KE 01/17/2002 THU 14:54 FAX 530 891 3267 CHICO UNIFIED SCHOOL Q001/001 - - _ BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM y (One torin per 11411ding) School OlaMct C V �� Sulkling DepartmefK No, ' A.P. j. ft, U Citi. Property l_ocadorvAddress i � �i t / �/'l. l /�•.i `' Qn ice/ . ' ` subdwlslon ,Reeidental pevekipnisilt• ; 0 • 0" Sq: Foo 9e' �z No-of LWft MobUa.Ndine: i Ad�R - "-'Suppfelrre".la''"' A,. , ��:(Grow' . • un'itb ' Irigtallatlon Coritieraioii=,. �F'e{init�t'-� � .. ,. � -',.��ti-•�,;.,-.,�",.''�,`•,, " . ' . Nafcun�tion inrpaCUon) 'l �� . CommeroWndueft. - r.., _ ,a : ,;••.; ;.�.Sq�Foota g ,. _� -: ;r rte. nddmon . ' - ti (encu+ N-.F'-i,e!io► • ROia(i� A` r6m)u F Building Department Reprasmalhe Date:': -Float Plans'ravlewed 6V School D4trict'Personnet) , District ld& Iffication-N*. r: $Ch00EDIS1>iCt`C8R�fl88,U18t . • tit .�; :: _ IStraaf Addrensf,' % ; ,,-IPhone Numb ed (Clty). 4 (State) POP. has comp id -with the *ui nti!'nb3 of Resclulion No: '• : %''^ : V, - by'p9yment of. S `; ` `'/•• �,'r ' , • ' ' •representing` gqua►afeet • .. , . '2926;,.= .. -•:'�•'=•_' '.•�:�::�.;::• . f � JJEULL MRIGATION• S • n: K : ' �. u. School Oietrict Represerrcetive , _ Dats i 'Paid by Check A /� • _ Remarks: to o X, •,• .. _ Naefea:. You.mar eidor prmik the Wwii,.of theaa laIdentiAsd.ebeve by.au0miid " 'a wiitt9m Act tp;ttle; bfs•tlp "' 'noi lerltli ` Qvarmnern Code Sectloe 660201e1, wlthln`80 c deye horn tlra date fias ew pato.' FaRurs td:subr+ti2;s tlnisly wrlitan'protist wttr'p►oNbh , you from challengirg.the Illi i don of ftfpee•in any cbw6ction. " If. suttse"erit to the S-1hoof Clstri4t RepraserrUrdwe signing thls Buhr County Uhools Impact Fee Cerdf c"cin Faien. the Sepoel Dlatrlat is' ` notified by the applicable local RamdnB Agency that two proJ/et Is being reyleered realer the C*fooa Envliommkol GkOW-A;4 (CEOA)- tN g4eiet mit bi:wbpq to iddtiwiet ecfiaot faaio.to •ndti dlitilcR's' — _-- tatty gate'ite Impeet'an"'itw 9clrod. acfwols. Whrce, lappftcantl: Yellow (Wilding Pink (school distric t) riieroilit:xta'Ifo/98(dnmm ' T APPLIED TESTING CONSULTANTS MATER/ALS ENGINEERING TESTING AND INSPECTION LABORATORY SPECIMEN COMPRESSIVE STRENGTH REPORT PROJECT: Johnsen Residence CLIENT: Cliff Johnsen 4139 Willow Landing Road Chico, CA 95928 Sample Size: 4" x 8" (grout) Supplier: A & A Concrete Supply Mix Design: 337548 Cement Factor: 7.5 Sack Slump: N/A Report Date: 10/10/01 Date Cast: 09/12/01 Date Received: 09/15/01 Cast by: S. Hill Location in Structure: Wall Structure Max Size Aggregate:" Days Admixtures: N/A Air Entrainment: N/A Concrete Temp: N/A Air Temp: 87 Lab Structure & Location Test Age Max. Area Comp. Specified Specimen Number Date Days Load (sq. in.) Strength g Strength g Lbs. (PS1) (f c) 1053 Wall Structure 09/19/01 40,000 12.56 3,180 1054 Wall Structure 10/10/01 28 53,000 12.56 4,220 2,000 1055 Wall Structure 10/10/O1 28 57,000 12.56 4,540 2,000 These Tests were performed in accordance with ASTM C-39 Remarks: Type of Fracture: r C.C.. Reviewed by --S 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING LABORATORY SPECIMEN TESTING AND INSPECTION COMPRESSIVE STRENGTH REPORT PROJECT: Johnsen Residence CLIENT: Cliff Johnsen 4139 Willow Landing Road Chico, CA 95928 Report Date: Date Cast: Date Received: Cast by: Location in Structure: 11/01/01 10/04/01 10/07/01 P. Dickinson South Wall (to Roofline) Sample Size: 4" x 8" (Grout) Max Size Aggregate: %" Supplier: Western Admixtures: N/A Mix Design: WRM700 Air Entrainment: N/A Cement Factor: 7.0 Sack Concrete Temp: 79 Slump: N/A Air Temp: 70 Lab Structure & Location Test ,,'Age Max. Area Comp. Specified Specimen Number Date Days Load (sq. in.) Strength g Stren g th Lbs. (PSI) (f c) 1335 South Wall (to Roofline) 10/11/O1 41,500 12.56 3,300 1336 South Wall (to Roofline) 11/01/01 28 55,000 12.56 4,380 2,000 1337 South Wall (to Roofline) 11/01/01 28 56,000 12.56 4,460 2,000 L L���� i nese tests were perrormed in accordance with ASPM C-39 Remarks: Type of Fracture: C.C.: Reviewed by 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 A-T.0APPLIED TESTING CONSULTANTS .t'lB+•F'A:w-.!Ac..... r-Ar--..so;.; .yy.--v ....7au a;llz^SCS.•.—r�L'�:n:'Cv's'aY.::aOC r..Jz•�;.`Td:ty:syeL_�J"..�n..,•tr••a`..:cA.�—.rY'.-=`•"�<-=-. ^:^a...":_^ __ ., 2:..,.`.. s_.: MATERIALS ENGINEERING TESTING AND INSPECTION August 1, 2001 County of Butte Building Department 7 County Center Drive Oroville, CA 95965 Attn.: Mike Vieira Re: Cliff Johnsen Residence — 4139 Willow Landing Rd. Chico, CA The following letter is to serve as summary of our services provided for the Johnsen Residence located at 4139 Willow Landing Rd. in Chico. We provided special inspection on this project from 6-23-01 through 7-19-01. Listed below are the procedures that were inspected and/or tested along with the applicable standards. Footing Inspection Provided inspection during footing excavation and reinforcing steel placement. Verified proper reinforcing placement, size, laps, spacing and clearances per approved structural drawings and UBC standards. Masonry Provided continuous inspection during CMU placement and grouting operations to include reinforcing steel inspections and mortar sampling. Monitor grout placement and prepared compression samples. Tested mortar and grout samples in laboratory.- The aboratory. The above mentioned work requiring special inspection was to .the . best of our knowledge, in conformance with the approved plans and specifications and section 1701 of the 1997 Uniform Building Code. Please call if you have questions regarding services described Very truly yours, Brad Fo sythe Vice President, Director of Operations C-038692 Ex -p. 03-31-05 Staff Engineer 3060 Thorntree Drive, Ste. 10 • Chico, CA 95.973 - Telephone: (530) 891=6625 • Facsimile: (530) 891-4243 APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Inspection Report.for Structural Masonry DATE: 07/17/01 Client: Cliff Johnsen 4139 Willow Landing Road Chico, CA 95928 PROJECT: Johnsen Residence INSPECTOR: P. Dickinson. Weather: Clear Temp: 78 DESCRIPTION OF WORK: Arrived at the jobsite at 1130 hrs. to perform special masonry inspection for placement of grout and mortar in the CMU Walls to S.O.G. Elevation at the Garage and to the bottom of the 1" course of Omni Block in the remainder of the residence. Performed special inspection of reinforcing steel placement for the above locations. Verified proper reinforcing placement, size, laps, spacing and clearances per Approved Structural Drawings (Typical Wall Sheet 2). All cellswere found to be clean and free of deleterious materials. The first truck arrived at 1210 hrs. Verified the mix design as C060317G. All loads were monitored for the correct mix and slump. Cast 1 set of 3 cylinders representative of the East Wall of the Residence, to be returned to the lab for compression testing. The slump was estimated at 8 — 10 inches, and the grout temperature was 75 degrees. All work was in compliance with approved plans and specifications. No problems were noted during placement. a Inspector CC 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 APPLIED TESTING CONSULTANTS �A��Tc MATERIALS ENGINEERING TESTING AND INSPECTION Inspection Report for Concrete/ Reinforcing Placement DATE: 07/13/01 Client: Cliff Johnsen 4139 Willow Landing Road Chico, CA 95928 INSPECTOR: M. Haydon DESCRIPTION OF WORK: PROJECT: Johnsen Residence Weather: clear/warm Temp: 85 Arrived at the jobsite at 0930 hrs. to perform special inspection of reinforcing steel placement for foundation footings. Verified proper reinforcing placement, size, laps, spacing and clearances per reinforcing details of structural drawings. All work was in compliance with approved plans and specifications. No problems were noted during placement. It should also be noted that we were requested to verify the depth of a utility trench running westerly from the house. We inspected this trench and verified that the trench was a minimum of 24" in depth. il-LI(a, Inspector CC: 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 C ' IAT APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Inspection Report for Structural Masonry DATE: 06/29/01 Client: Cliff Johnsen 4.139 Willow Landing Road Chico, CA 95928 INSPECTOR: M. Haydon DESCRIPTION OF WORK: PROJECT: Johnsen Residence Weather: Clear / Warm . Temp: 75 - 85 Arrived at the jobsite at 0955 hrs. to perform special masonry inspection for placement of grout in the Basement Walls from +60" to Top of Basement Walls. Performed special inspection of reinforcing steel placement for the above locations. Verified proper reinforcing placement, size, laps, spacing and clearances per Approved Structural Drawings. All cells were found to be clean and free of deleterious materials. The first truck arrived at 1015 hrs. Verified the mix design as C0603FG. All cells were properly consolidated by use of a mechanical vibrator. Cast 1 set of 3 cylinders representative of the Basement Walls from +60" to Top of Basement Walls, to be returned to the lab for compression testing. The slump was estimated at 8 — 10 inches, and the grout temperature was 76 degrees. All work was in compliance with approved plans and specifications. No problems were noted during placement. —7"P'. kL Inspector CC: 3060Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 DATE: 06/27/01 Client: Cliff Johnsen APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Inspection Report for Structural Masonry 4139 Willow Landing Road Chico, CA 95928 INSPECTOR: M. Haydon DESCRIPTION OF WORK: PROJECT: Johnsen Residence Weather: Cloudy / Cool Temp: 60 - 65 Arrived at the jobsite at 0715 hrs. to perform special masonry inspection for placement of grout in the Basement Walls to +60" above top of footing (TOF). Performed special inspection of reinforcing steel placement for the above locations. Verified proper reinforcing placement, size, laps, spacing and clearances per Approved Structural Drawings. All cells were found to be clean and free of deleterious materials. The first truck arrived at 0745 hrs. Verified the mix design as C0603FG. All cells were properly consolidated by use of a mechanical vibrator. Cast 1 set of 3 cylinders representative of the Basement Walls to +60" above TOF, to be returned to the lab for compression testing. The slump was estimated at 8 — 10 inches, and the grout temperature was 76 degrees. All work was in compliance with approved plans and specifications. No problems were noted during placement. .L,. - Inspector *6 3060Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Inspection Report for Concrete/ Reinforcing Placement DATE: 06/23/01 Client: Cliff Johnsen 4139 Willow Landing Road Chico, CA 95928 INSPECTOR: P. Dickinson DESCRIPTION OF WORK: PROJECT: Johnsen Residence Weather: N/A Temp: N/A Arrived at the jobsite at 0600 hrs. to special inspection of reinforcing steel placement for the Basement Foundation. Verified proper reinforcing placement, size, laps, spacing and clearances per attached lateral support detail. All work was iri compliance with approved plans and specifications. No problems were noted during placement. Inspector CC: 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 AT, APPLIED TESTING CONSULTANTS L..: �re�.:.ra .v�.7._�ti��;:7' ,:.�:��ar .•ter. .a.,. ..••rs�'rrr.:�r:r;,,-:--��.. w• x:�z--- �as_..,.j�s•.--.r.:r•—��. - - — - — - - MATERIALS ENGINEERING TESTING AND INSPECTION August 1, 2001 County of Butte Building Department 7 County Center Drive Oroville, CA 95965 Attn.: Mike Vieira Re: Cliff Johnsen Residence — 4139 Willow Landing Rd. Chico, CA The following letter is to serve as summary of our services provided for the Johnsen Residence located at 4139 Willow Landing Rd. in Chico. We provided special inspection on this project from 6-23-01 through 7-19-01. Listed below are the procedures that were inspected and/or tested along with the applicable standards. Footing Inspection Provided inspection during footing excavation and reinforcing steel placement. Verified proper reinforcing placement, size, laps, spacing and clearances per approved structural drawings and UBC standards. Masonry Provided continuous inspection during CMU placement and grouting operations to include reinforcing steel inspections and mortar sampling. Monitor grout placement and prepared compression samples. Tested mortar and grout samples in laboratory: The above mentioned work requiring special inspection was to the . best of our knowledge, in conformance with the approved plans and specifications and section 1701 of the 1997 Uniform Building Code. Please call if you have questions regarding services described Very truly yours, Brad Fo sythe Vice President, Director of Operations C-038692 Exp. 03-31-05 Staff Engineer 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 Telephone: (530) 891-6625 •Facsimile: (530) 891-4243 DATE: 07/17/01 APPLIED TESTING CONSULTANTS . MATERIALS ENGINEERING TESTING AND INSPECTION Inspection Report for Structural Masonry Client: Cliff Johnsen 4139 Willow Landing Road Chico, CA 95928 INSPECTOR: P. Dickinson DESCRIPTION OF WORK: PROJECT: Johnsen Residence Weather: Clear Temp: 78 Arrived at the jobsite at 1130 hrs. to perform special masonry inspection for placement of grout and mortar in the CMU Walls to S.O.G. Elevation at the Garage and to the bottom of the I" course of Omni Block in the remainder of the residence. Performed special inspection of reinforcing steel placement for the above locations. Verified proper reinforcing placement, size, laps, spacing and clearances per Approved Structural Drawings (Typical Wall Sheet 2). All cells were found to be clean and free of deleterious materials. The first truck arrived at 1210 hrs. Verified the mix design as C0603FG. All loads were monitored for the correct mix and slump. Cast 1 set of 3 cylinders representative of the East Wall of the Residence, to be returned to the lab for compression testing. The slump was estimated at 8 — 10 inches, and the grout temperature was 75 degrees. All work was in compliance with approved plans and specifications. No problems were noted during placement. Inspector CC 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Inspection Report for Concrete/ Reinforcing Placement DATE: 07/13/01 Client: Cliff Johnsen 4139 Willow Landing Road Chico, CA 95928 INSPECTOR: M. Haydon DESCRIPTION OF WORK: PROJECT: Johnsen Residence Weather: clear/warm Temp: 85 Arrived at the jobsite at 0930 hrs. to perform special inspection of reinforcing steel placement for foundation footings. Verified proper reinforcing placement, size, laps, spacing and clearances per reinforcing details of structural drawings. All work was in compliance with approved plans and specifications. No problems were noted during placement. It should also be noted that we were requested to verify the depth of a utility trench running westerly from the house. We inspected this trench and verified that the trench was a minimum of 24" in depth. Inspector CC: 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Inspection Report for Structural Masonry DATE: 06/29/01 Client: Cliff Johnsen 4139 Willow Landing Road Chico, CA 95928 INSPECTOR: M. Haydon DESCRIPTION OF WORK: PROJECT: Johnsen Residence Weather: Clear / Warm Temp: 75 - 85 Arrived at the jobsite at 0955 hrs. to perform special masonry inspection for placement of grout in the Basement Walls from +60" to Top of Basement Walls. Performed special inspection of reinforcing steel placement for the above locations. Verified proper reinforcing placement, size, laps, spacing and clearances per Approved Structural Drawings. All cells were found to be clean and free of deleterious materials. The first truck arrived at 1015 hrs. Verified the mix design as C0603FG. All cells were properly consolidated by use of a mechanical vibrator. Cast 1 set of 3 cylinders representative of the Basement Walls from +60" to Top of Basement Walls, to be returned to the lab for compression testing. The slump was estimated at 8 — 10 inches, and the grout temperature was 76 degrees. All work was in compliance with approved plans and specifications. No problems were noted during placement. kLL, Inspector EV -41 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 DATE: 06/27/01 Client: Cliff Johnsen APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Inspection Report for Structural Masonry 4139 Willow Landing Road Chico, CA 95928 PROJECT: Johnsen Residence INSPECTOR: M. Haydon Weather: Cloudy/ Cool Temp: 60 - 65 DESCRIPTION OF WORK: Arrived at the jobsite at 0715 hrs. to perform special masonry inspection for placement of grout in the Basement Walls to +60" above top of footing (TOF). Performed special inspection of reinforcing steel placement for the above locations. Verified proper reinforcing placement; size, laps, spacing and clearances per Approved Structural Drawings. All cells were found to be clean and free of deleterious materials. The first truck arrived at 0745 hrs. Verified the mix design as C0603FG. All cells were properly consolidated by use of a mechanical vibrator. Cast 1 set of 3 cylinders representative of the Basement Walls to +60" above TOF, to be returned to the lab for compression testing. The slump was estimated at 8 — 10 inches, and the grout temperature was 76 degrees. All work was in compliance with approved plans and specifications. No problems were noted during placement. \--M- Inspector 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Inspection Report for Concrete/ Reinforcing Placement DATE: 06/23/01 Client: Cliff Johnsen 4139 Willow Landing Road Chico, CA 95928 INSPECTOR: P. Dickinson DESCRIPTION OF WORK: PROJECT: Johnsen Residence Weather: N/A Temp: N/A Arrived at the jobsite at 0600 hrs. to special inspection of reinforcing steel placement for the Basement Foundation. Verified proper reinforcing placement, size, laps, spacing and clearances per attached lateral support detail. All work`was in compliance with approved plans and specifications. No problems were noted during placement. Inspector 1610 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 i 1SJ MIT FIBER GLASS BLOWING INSULATION BATTS AND BLANKETS THERMAL PERFORMANCE (ATTIC APPLICATION) When installed in accordance with the man- The stated thermal resistance (R -value) is provided by installing in accordance with the manufacturer's instructions, ufacturer's recommendations, Knauf batts the required number of bags per 1,000 sq. ft. of net area, at not less than the labeled minimum thickness. Failure to and blankets will provide the full R -value. install both the required number of bags and at least the minimum thickness will result in lower insulation R -value. Bag Weight -Nominal 28 tbs., Minimum 27 tbs. **R-18 in a 5.5" cavity. Conforms to ASTM C 665 and Federal Specification HH -1.521F. EQUIPMENT REQUIRED To obtain an =I R-60 BAGS PER MAXIMUM rrr SQ. Fr. NET COVERAGE Cont:unjt�s of this bag rrrh notcover C. fly.] offl. 011014 21 more than: 37.8 26.5 SF MINIMUM WEIGHT The weight per sq. ft. of installed insulation should not be less than: 1.058 lbs. MINIMUM Installed insulation should not be less than: 23.50" R-50 31.0 32.2 SF .869 lbs. 20.00" R-44 26.9 37.2 SF .753 lbs. 17.75" R-38 22.9 43.6 SF .642 lbs. 15.50" R-30 17.9 55.9 SF .501 lbs. 12.50" R-26 15.5 64.6 SF .433 lbs. 11.00" R-22 12.7 78.4 SF .357 lbs. 9.25" R-19 10.9 92.0 SF .304 lbs. 8.00" R-13 7.6 131.6 SF .213 lbs. 5.75" R-11 6.2 j 161.3 SF .174 lbs. 4.75" This product conforms to the performance requirements of ASTM C 764, Type I, and cancelled Federal Specification HH -1-1030B, Type I, Class B. R -values are determined in accordance with C 687 and C 518. *"R" means resistance to heat flow. The higher the R -value, the greater the insulating power. Ask your seller for the fact sheet on R -values. To achieve labeled R -value, this product must be applied with a pneumatic blow- ing machine and a corrugated hose with a minimum .25" internal corrugation, a minimum length of 150 ft. and a diameter of at least 3" Coils in the hose should not be less than 36" in diameter. Acceptable material feed rate is 5-35 lbs./minute. Recommended feed rate is 15-25 lbs./minute. BUILDER'S INSULATION STATEMENT Batts and/or blankets have been installed in conformance with the above recom- mendations to provide a thermal resistance of.. . R -Value Attic Area o? 43R - SD at Thickness d �7 Inches o�� Sloped Ceilings �C� R- at Inches Walls R- G at Inches Floors (over an unheated crawl space)126 R- 13 at 3,S --Inches Crawl Space Perimeter R- at Inches Date Installed 17 CZ 368 Blown insulation has been installed in conformance with the above 92x 30.5 recommendations to provide an R -value of: R- -5-0 using �I&t bags of this insulation to cover :2 % :30 square feet 0.4 of area at s minimum thickness of 1 1 inches. 29.8 LL J- _*lf ff R-44 In la ion Contractor (signatur -7/002, c 2 x 6 26.0 Company I I Date Home Builder (signature) 25.7 Company Date FRAMING ADJUSTMENT To compensate for framing members, the number of bags per 1,000 sq. ft. of area to be insulated should be as shown below. CLOSED -CAVITY APPLICATION (EXTERIOR SIDEWALL OR FLOORED ATTICS) Contact Knauf Fiber Glass for more information. BW -AC -08 5/02 Knauf Fiber Glass, One Knauf Drive, Shelbyville, IN 46176 (800) 825-4434 Printed in U.S.A. JOIST DIMENSIONS BAGS/MSF 16" O.C.O.C. 37.2 BAGS/MSF 37.3 R-60 36.8 37.1 36.5 368 92x 30.5 30.6 30.2 0.4 29.8 30.2 R-44 2x4 26.3 26.5 2 x 6 26.0 26.3 2 x 8 25.7 26.0 2 x 4 22.4 22.5 R-38 2 x 6 22.1 22.3 2 x 8 21.8 22.1 2 x 4 17.4 17.5 R-30 2 x 6 17.1 17.3 2 x 8 16.8 17.1 2 x 4 15.0 15.1 R-26 2 x 6 14.7 14.9 2 x 8 14.4 14.7 2 x 4 12.3 12.4 R-22 2 x 6 12.0 12.2 2 x 8 11.7 12.0 2 x7 10.4 10.5 R-19 2 x 6 10.1 10.3 2 x 8 9.8 10.1 2 x 4 7.1 7.3 R-13 2 x 6 6.8 7.1 2 x 8 6.6 6.9 2 x 4 5.7 5.9 R-11 2 x 6 5.5 5.7 2 x 8 5.2 5.5 CLOSED -CAVITY APPLICATION (EXTERIOR SIDEWALL OR FLOORED ATTICS) Contact Knauf Fiber Glass for more information. BW -AC -08 5/02 Knauf Fiber Glass, One Knauf Drive, Shelbyville, IN 46176 (800) 825-4434 Printed in U.S.A. November 18, 2002 Cliff and Alisa Johnsen 4139 Willow Landing Road Chico, CA 95928 B E A U T Y DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 RE: Formal Warning Notice Building Code Violation Location: 4139 Willow Landing Road, Chico, CA AP #039-200-073 Dear Cliff and Alisa Johnsen: This is a formal warning notice. Pursuant to Butte County Code (BCC) Section 41-2, we sent you a courtesy notice dated October 8, 2002, notifying you that you are in violation of the BCC, and 1998 California Building Code (CBC), at the above -referenced location. As of this date, the following violations still exist: Failure to obtain the required final inspection and approval from this office for the construction of a single family residence prior to occupancy (a) Section 106.1 Permits Required (b) Section 108.1 Inspections Required (c) Section 108.4 Inspection Approval Required Before Use or Occupancy The above violations(s) shall be corrected or abated by you by submitting three (3) complete sets of plans, applying for the required permits, and paying the appropriate fees, including penalties. After permit issuance and field authorization to proceed, the work must be completed and approved by this office within the permit specified time. This is your final warning. Unless you contact this office and make the proper arrangements to correct or abate the violation(s) voluntarily, within ten (10) days from the date of this letter, enforcement shall be pursued through the issuance of a citation (ordering you to appear in court) for said violation(s) and'for failing to comply with this warning letter. Upon conviction of said violation(s) or of failing to comply with this letter, the court shall impose penalties (fines) and a Notice of Violation shall be recorded in accordance with Butte County Code Section 41-7. The Notice of Violation shall include a description of the premises the violation concerns, a description of the violation, the date of your conviction and the action necessary to correct or abate the violation(s). Page 2 Cliff and Alisa Johnson November 18, 2002 AP#039-200-073 Should you have any questions concerning this matter, please contact Scott Rutherford or Michael C. Vieira in this office at the address or telephone number listed above. Sincerely, Scott Rutherford Chief Building Inspector SR:th 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 PROOF OF SERVICE BY MAIL I am a citizen of the United States and employed in the County of Butte. I am, and was at the time of the service hereinafter mentioned, over the age of eighteen years and not a party to the within action. My business address is Department of Development Services, Building Division. # 7 County Center Drive, Oroville, California 95965. 1 am readily familiar with the County's practice for collection and processing of correspondence/documents for mailing with the United States Postal Service and that said correspondence/documents are deposited with the United States Postal Service in the ordinary course of business on the same day. On November 18, 2002, a foregoing 10 -Day Letter on the person(s) named below by placing a true copy thereof in a sealed envelope, with first class postage thereon fully paid, addressed as indicated below, and by placing said envelope In the appropriate place within the Department of Development Services where mail is collected for mailing with the United States Postal Services on the same day. X In the United States Postal Service Mail in Oroville, California. Cliff and Alisa Johnsen 4139 Willow Landing Road Chico, CA 95928 I declare under penalty of perjury under the laws of the State of California on November 18, 2002 at Oroville, California. IWIN IfElaw lf� LAND OF NATURAL WEALTH AND BEAUTY October 8, 2002 BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 Cliff & Alisa Johnsen TELEPHONE: (530) 538-7541 4139 Willow Landing Road FAX: (530) 538-2140 Chico, CA 95928 RE: Building Code Violation . Location: 4139 Willow Landing Road, Chico, CA AP #039-200-073 Dear Cliff & Alisa Johnsen: This is a courtesy notice to notify you that you are in violation of the Butte County Code, at the above -referenced location, as follows: Failure to obtain final inspection and approval from this office for construction of the single family residence prior to occupancy. Since permits and inspections are required for the above work, please submit three (3) complete sets of plans, apply for the required permits, and pay the appropriate fees. All work must stop until these permits are issued and you are authorized by our field inspector to proceed. The field authorization cannot be made until the existing work is inspected and approved. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. _. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty (30) days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Scott Rutherford or Michael Vieira in this office at the address or telephone number listed above. Sincerely, A4F Scott Rutherford Chief, Building Inspector SR:th cc: Assessor 10/22/2001 11:22 16022878737 AZ STRUCTURAL GROUP PAGE 02 Cliff Johnsen 4139 Willow Landing Chico, California` 95928 October 22, 2001 RE: Johnson Residence To Whom It May Concern:, Please be informed that loads supplied and found the girder trusses missed acceptable for the loads it The professional opinions c and skill ordinarily exercise practicing in this. or similar professional advice in this 1 If you have any questions c Thank you, Bruce E. Demzuw, E.I.T. Arizona Structural Group 4450 N. I r St.. Suite 238 Phoenix, AZ 85014 fleohone:(602) 287-0720 lax: (6021287-8737 zona Structural Group has reviewed the foundation for the girder m to be acceptable. Further, we have reviewed the conditions where fully grout cells by 4", but are resting on a bond beam. We find this ressed in this letter have been developed using that degree of care under similar circumstances by reputable structural engineers udities. No other warranty, expressed or implied is made as to the ,omments regarding this letter, please feel free to contact us. Reviewed By: 2 9-�r3.-S - G 13 -- C� n m m r - co N N m cn m F p f8a�5 fi ,.0 6�aZ V �n\2 nc 1Cc� Z RECEIVED 0T 1 1 2001 BUTTE COUNTY BUILDING DIVISION RECEIVE OC T 1 12001 BUTTEOUIVTY BUIL INGDIVISIIVIS) ON A L/ a it Susr/ 1.�1i, ckCc.,SGr0✓ (takcrc7r QFfj,ESS;p�� yr.t C•^ Z �' �•C 6 Vis; 2449 Ev. 6.3pon Q..1 *g So �.11, r+� C�4�c rl �. k6 A S.,ee7 D N LO cCb.c S•L ��,,� �7 C d 3 � Crt4,J 0 Z � 1a so mg t.,' w� a ems" 04 w IJ cw N LD CD CD N N W J W J (il v m erg 7 , )L 1 i �i, i of k Cc.. 4 SC' ( .TC r v. u) "I/r-/ �hC(o7t 4% Qw� 2w�7i•� s cr &J 3 2Ile s:�, rr� Z O< 01 f6�0V, era)v BOJ e fLa0� 4 No. 24 EV. 3.3r. ') —a m it OF C. sa �� z.r6 {lam 2.48 r sL e,4L-11 I ,� ix6�S s;eev D N Ul :U C n D r c� 0 c v J 2Ile s:�, rr� Z O< 01 f6�0V, era)v BOJ e fLa0� 4 No. 24 EV. 3.3r. ') —a m it OF C. sa �� z.r6 {lam 2.48 r sL e,4L-11 I ,� ix6�S s;eev D N Ul :U C n D r c� 0 c v i 1 AP # 3` - OWNER C D PERMIT 4k 3 2J2� J 9 ' MA UTIL.CLEARANCE DATE INSPECTOR w� ELECTRIC: GAS _ Support Struc. Compaction Test Req. ervice Other Pipe YES NO YES NO ize Load Type Size Length ZOO 30 � � � � � q ��� 8/ (/A '7 t V h i s. o__�� FROM : )000000000000000[ PHONE NO.. :- 0 CLIFF JOHNSEN 4 139 W1L.LOW LANDING CH1CO3 CA. 95928 .Phone / fax 916 -'42 -166 - Jan. 09 1997 09:43AM P1 Butte County :Building Dept. Rod Taylor Dear Rod. I am would like to request for copy of any correspondence sent out related to 4139 Willow Landing Chico, Ca. I reside at the address and am the actual and ultimately legal owner of the property. The deed was fraudulently recorded by Deehan in his name in October of 95. There is a civil ind soon to be criminal case onloing in this matter. i his is a situation that I wish that. I could resolve immediately, however the courts are not so fast. I appreciate your cooperation in this matter. There is a court date set for March 17, 1997. I sincerely hope that the matter is resolved by -then. Thanks for your. cooperation_ Sincerely, Cliff Johnsen a COUNTY OF BUTTE BUILDING DIVISION nEPARTMENT OF DEVELOPMENT SERVICES I 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 CORRECTION NOTICE Jrn 144f',1 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 office immediately. (?ffPjm-tfs A82&- iZkO1.4't2 it r9 -(6, 2 Mo h i L � '0 a 4J4vt 96 - Date —1 ? -/G- 5 (,=I Inspector REV 10/92 Complaint Date: 111-2- 6 Owner J/ Zoning: Address: 19--1 IV /C,. (H/ Complaint Location: VIOLATION TYPE: �qding I �*�nning Taken By: COMPLAINT: ,J, deAq" I r cle llo.,j c ob�,4 L 4 Sof 1,4 0,4 Permit History on, File: [ANone KAs follows: BUMDING INSPECTOR'S REPORT Tenant: 6,1.r j0t4Aa0-1V Address: Description of Violation: 64" ( 2,^j or- 'Loc --te4 'PlejRfl"J, Caution: Yei[ ],_No[ Approximate Buildin obil Home' size: ?0& Approximate Building/Mobilerme age: Under construction: Ut by/for: ]Present owner ]Previous owner 0 pied[ ]Vacant Propane Has Electricity: ]No Has Gas: [VIgatural I Propane ]None Has Sanitation: [�Res C ]No Obvious sewage problems? [ ]Yes ]No Hazards:[ ]Yes LINO Person Contacted: CtiC64450ti Describe Action Taken: W I 64Xtz- BUELDING INSPECTOR MUST ATTACH A COPYOF THE CORRECTION NOTICE! - Inspector. ACTION RECONflviENDED: [ ]Information Only, File ]Complaint Unfounded Date: old for 7�70 Days [ ]Other OVER *1 '41/ Additional comments from Building Inspector: OVER Complainant: J/ &-e- Address: %1'1'AA I /� Phone Number: Other Comments: _ �ti�/� _.V-0 /,j Building Inspector -must draw a plot plan with.all buildings and violations: Additional comments from Building Inspector: OVER 1 l >,2-,--/ v Complaint Date: Z � � 5 AP.#: 3 � 07 3 Owner: Jim- Zoning: Address: ���l �lr9�✓ �I./z- �y/ C.� Complaint Location: _ / / 3� / w , �t VIOLATION TYPE: [wilding [r,/Health COMPLAINT: r4 c0Jr—. JAH)- Ve 1% C C>1-12 t 4 y lammng Taken By: l r��� (f4,1t /^j 1 4P o/- Lode 4 Rl eiRfl,"i Permit History on File: (ANone KAs follows: BUILDING INSPECTOR'S REPORT Tenant: Address: Description of Violation: Caution: Yes[ ] No[ ] Approximate Building/Mobile Home size: Approximate Building/Mobile Home age: Under construction: Built by/for: [ ]Present owner [ ]Previous owner [ ]Occupied [ ]Vacant Has Electricity:[ ]Yes [ ]No Has Gas:[ ]Natural [ ]Propane [ ]None Has Sanitation: [ ]Yes [ ]No Obvious sewage problems?( ]Yes [ ]No Hazards: [ ]Yes { ]No Person Contacted: Describe Action Taken: BUELDING INSPECTOR MUST ATTACH A COPY OF THE CORRECTION NOTICE! Inspector: Date: ACTION RECOMMENDED: [ ]Information Only, File [ ]Hold for Days [ ]Complaint Unfounded [ ]Other OVER November 27, 1996 PROOF OF SERVICE James Deehan 1251 Marian Ave Chico, CA 95928 DEPARTMENT OF PUBLIC HEALTH DIVISION OF ENVIRONMENTAL HEALTH 18-B County Center Drive 411 Main Street 7 County Center Drive Oroville, CA 95965 P. O. Box 5364 F� Oroville, CA 95965 TEL: (916) 538-7282 Chico, CA 95927 TEL: (916) 538-7281 FAX: (916) 538-2165 TEL: (916) 891-2727 FAX (916) 538-2140 FAX: (916) 895-6512 RE: Courtesy Notice at 4139 Tailwind Dr., aka, 4139 Willow Landing; APN 039-200-073 Dear Mr. Deehan: This is a courtesy notice to notify you that you are in violation of the Butte County Code, as follows, at the above -referenced location. 1. Installation of a septic system and hooking the system to a mobile home without first submitting plans of the means of sewage disposal to the health officer and obtaining a permit therefor from the health officer. 2. Backfilling and putting into use a sewage disposal system without first obtaining an inspection of the sewage disposal system and a certificate of inspection issued by the health officer. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. A CLEAN INDOOR AIR ENVIRONMENT FOR A HEALTHIER TOMORROW James Deehan Page 2 November 27, 1996 You have THIRTY (30) 'DAYS to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions,to be taken by you. If you have any questions, please contact me at the Chico office listed above between 8 and 9am, Monday through Thursday. Sincerely, v�h Fr eda L. ite, R.E.H.S. Division of Environmental Health FLW/dd/complain/deehan.30d Attachment: Proof of Service cc : . Code Enforcement Lgaa-:Clding Department Planning Department/D.S. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 PROOF OF SERVICE BY MAIL I'am over the age of 18 and not a party to this cause. I am employed in the County where the mailing occurred. My business address is P O Box 5364, Chico, California, 95927. I served the foregoing SEWAGE DISPOSAL VIOLATION NOTICE by enclosing a true copy in a sealed envelope and depositing said envelope in the United States mail with postage fully prepaid on November 27, 1996, and addressed as follows: James Deehan 1251 Marian Ave. Chico, CA 95928 I declare under penalty of. perjury under the laws of the State of California that the foregoing is true and correct and that this declaration, in the City of Chico, CA was executed on: November 27, 1996 Date Dawyn L. Dunn Eutte co L A N D OF iJ A f U K A L Vv L'A L F 1-1 A N D B E A U T Y DEPARTMENT OF PUBLIC HEALTH DIVISION OF ENVIRONMENTAL HEALTH 18-B County Center Drive 1469 Humboldt Road, Suite 100 7 County Center Drive Oroville, CA 95965 Chico, CA 95928 Oroville, CA 95965 TEL: (916) 538-7282 TEL: (916) 891-2727 TEL: (916) 538-7281 March 21, 1996 FAX: (916) 538-2165 FAX: (916) 895-6512 FAX: (916) 538-2140 Cliff Johnson 4139 Willow Landing Rd. Chico, CA 95928 RE: Void Septic Permit, 4139 Willow Landing Rd., Chico; APN-03-9�20'0=013 -�— Dear Cliff, The permit to construct a septic system for a five bedroom Agricultural Employee Dwelling on the above indicated property IS VOID. The permit has been voided for the following reasons: 1. Mr. Charles Blaylock (previous owner of the property) has notified us in writing that he did not sign the Letter of Authorization (signed C W Blaylock dated 9-27-93) which authorizes you to apply for well and septic permits on the property. It appears that the signature was forged. 2. Butte County Assessor Records indicate that Mr. Blaylock is no longer the legal owner of the property. Be aware that installation of a septic system on this property would be in violation of Butte County Code Chapter 19. If you have any questions, please contact me at the Chico office listed above between 8 and 9am, Monday through Thursday. Sincerely, Frieda L. White, R.E.H.S. Division of Environmental Health FLW/dd/septic/johnsdn cc Charles Blaylock James H. Deehan Building Division Planning Division A CLEAN INDOOR AIR ENVIRONMENT FOR A HEALTHIER TOMORROW ;'� TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Phu Attached _T Floor Plan Aneched Seat to B. D/./— i C:� I q)z,� Owner Location AP// Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for _q bedroon<mo a home. Other &&ffihCN Hold final for: Final clearance O.K. for: NOTE: E ironmental Health Specialist 8/92 AN Date 1 1 �r J s s As r (rr j,- I. ` F4 1 S� N r� k� S'cG/a )XT,4:1 3 1-"-73 ,qU .,4(- wAIa 2-011 ' J oo' cs 1 Nvvl Pte, 1 L� TA'r%k APPROVED Butte County Environmental Health ®ate ignatura " ':GREG-ORY- A. PEITZ ARCHITECT 1907 MANGROVE AVENUE, SUITE "E". C141CO, CA 95926. (916) 894-5719 , ✓'e "-� i 5- G f '� � . ,St►'`��`'�'!°"'' Cil G s .. G K � ..: � f. vj� 0 S� d' e y -s ✓�e s /Q A, cis 1-; AESID-E°NTIAL BLAYLOCK, BILL f,'(o� 4139 T-A-ILWRiB-�iR, HICO CONTR: CLIFF JOHNSEN BOAT DOCK v�T o DAA n JOB FINALED (Date) Signature \ V=OK Cr = Not OK =N tReadyable vMOBILE HOMES Date/Initials MOBILE HOME UTILITIES (Plans) OK except #'s ► 1 -Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fell -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Teat -Wrap: / /"L"ft. / /"Net. or/ P'L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date/Initials MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3.. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 3(Lo MISCELLANEOUS Diktnitlal DECKS CO 8 CARPORTS GARAGES, Plana OK except #'a d. g Requirements -Setbacks -Easements �72. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftra -Connectors Shthg.-Rfd.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date/Initials 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, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test V=OK O = NotbK - = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) +r Date/Initials UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ P' Fig. Depth 3. Fig., Garage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth 4. Fig., Porches & Decks; Soils -Steel-/ /Fig. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6s. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Teat 12. Electric; Underground 13. Plenums & Ducts; Clearance -Material -Support -Ina. 14. Girders -Sills -Anchor Botts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date/Initials PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date/initials ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Meth. Fastners-Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels -Motors -Mach. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector Date/Initials MECHANICAL (Permit) OK except #'a 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date/Initials FRAMING (Plans) OK except #'s 39. Sils, Proper Material & Anchors 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Wells (ret proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing Date/Initials FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin=roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Battles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows Date/Initials FINAL (Plans) OK except #'a 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes & Labels 67. Stairs & Rails 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door, Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor -Mach. Protection 75. Plb., Elec. & Mach. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex, Protection 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door-Drainagge & Wood -Earth Clearance Looked under Floor O Yes 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 81. Stucco; Brown -Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; Pibg.-Appliance-Fireplace.-Clearance to Openings 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation Throughout House 87. Glass Protection 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates Comments at Final: Ed Post Office Box J , Phone (805) 544-2943 San Luis Obispo, California 93406 SAN LUIS OBISPO COUNTY COMMUNITY COLLEGE DISTRICT Date March 5, 1980 WELDER AND WELDING OPERATOR QUALIFICATION TEST RECORD Welding or welding operators name BRENT F. GRAY S.S.#551-33-7481 Address 373 Mt. Torn Road Bishop, California 93514 Street City State Zip Code Welding Process SMAW Manual x Position 3G and 4G Is backing strip used? Material Steel T. S.- 58,000 Filler Metal AWS 5.5 Filler Metal Diameter Yes Semiauto Machine Type Groove Groove or Fillet Kind Plate Specification Plate, Pipe, Etc. (Minimum) Thickness 1" Classification 1/8" and 5/32" E-7018 Guided Bend Test Results F No. 4 A-36 Type I Res ul t Type Res ul 3G side I o. k. 4G side o. k. 3G side o. k. '. 4G side o. k. 1 We the undersigned, certify that the statements in this record are correct and that the welds were prepared and tested in accordance with the requirements of 5C or D of AWS D1.1, Structural Welding Code. The above welder is qualified to weld unlimited plate thickness in 1G, 2G. _ 3G and 4G positions in accordance with the requirement of the Americal Welding Society and Title 21, Department of Public Works, State of California. Specimens welded by, Signed ;2.. Z"//- Welding witnessed by, Signed w: G_�et - Instructor Specimens tested by, Central Coast Laboratories Laboratory No. 80523 396 Buckley Road -- San Luis Obispo, Cali fo nla 9,3401 Signature of responsible laboratory agent 4/78at COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-75419, ^ PEB APPLICATION AND'PERMIT Jot ASSESSOR PARCEL NUMBER20— ZONING BUILDING PERMIT OWNER ' TELEPHONES 342-•3 3 Q. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS q ZAA 10 LIZ - CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ /000 - LENDER'S MAILING ADDRESS Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS / 3cl �•Y`� PERMIT FEE $ S PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Water piping 15,00 Each gas water heater or vent 15.00 USE OF STRUCTURE — SF ❑ Duplex ❑ Mobilehome PC Other SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 TYPE OF WORK New ElAddition ❑ Remodel ❑ Utilities ❑ Installation ElOther 19C/,,`. Describe Work: Cam pe= - -f _Rod i= Y-- 67p 9✓, /4 PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( 2'0 0V OR LESS ) 200V OR LESS 23.00 Main Service ( 200A TO IOOOA ) 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( & ACC. BLDS. ) 3.50 FT. SO. CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) O I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification 1 I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ I am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET -NON-RESID. ( BRANCH CIRCUITS 1 @7.50 ( POWERAPPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 RAL. .50 FIXED APPLNS. OR Ex. Occup. ( OUTLETS (RESID.) EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. $,I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certifythat I have read this application and state that the above information is correct. 1 agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequen of the granting of this permit. Gy X Date Signature licant - ❑ Lovvner ❑ Contractor ❑ Agent An OSHA ermit 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. Tr PE TOTAL FEE $ HAZ. I D. FEES I IMP I FLOOD I CDF f PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. ByDate Z11 A PERMIT EXPIRES ON Z 4 D Tel Receipt No. 111177 WHITE-D.D.S.-B.D. - CANAR -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT +00w _ i COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, OrovillpA.PA - (916) 538-7541 747 Elliott Road, Pa0dise, CA - (916) 872-6307 CORRECTION NOTICE 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 complet d. If you have any questions pertaining to this matter, or need additional explanation, please c ntact this office immediately. f i Date j ` Ynspector REV 10/92 COUNTY OF BUTTE 7 BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive; Droville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE CryG q 3 -36:13s 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 cont ct this office immediately. 06y14-^1 /v67 . -,0 *W1,0 Ty Poof LA o €JT .SfiCC7'Si� Yi %Eo orz-- // Y n: I � r Date IVB 1H L4 Inspector 1 REV 10/92 i COUNTY OF BUTTE Department of Development Services Building Division " Oroville: 7 County Center Dr., Oroville CA 95965 Chico: 1469 Humboldt Rd., Chico CA 95928 OWNER -BUILDER VERIFICATION Attention Property Owner: Ph: 916-538-7541 Ph: 916-891-2751 An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) �. 2. I (have/have not) 4y -e signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name- Address City Phone Contractor's License No. 4 I plan to provide portions provide the major work: Name Address Phone of this work, but I have hired the following person to coordinate, supervise, and City Contractor's License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name .. Address Phone Type of Work Signed: Property Owner Z� Social Security Numbe Date !2-- NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. r�ca�c �� 16 roof- S n u �! CLIf7 Ju�nfeti rq154) nb r7/u� 19 t go 24 6 A �Ii f P V "' BUTTE COUNTY X- 4/ ��Jr .BUILMNG DEPARTMENT PPRV ED i 2 i2 U p ►rc�. '" Z"! z7t6 GUnG Fz�e �► �!� UAt 'rte OV G y U 2-ikb lol 3 SST lei pare GG►-�cr� T� v go 24 6 A �Ii f P V "' BUTTE COUNTY X- 4/ ��Jr .BUILMNG DEPARTMENT PPRV ED i 2 i2 U p ►rc�. '" Z"! z7t6 GUnG Fz�e �► �!� UAt 'rte OV G y U 2-ikb lol 3 SST lei pare GG►-�cr� T� CL IFF tl 0 ff V SFJV GENERAL CONTRACTOR / REAL ESTATE BROKER 200 STILLWATER DR. CHICO, CA. 95928 PH. #895-3719 FAX # 342-0845 CONT.LIC. # 381401 Butte County Building Dept., 1 As per our conversation on the phone, I have enlisted the services of a c-16 contractor to design and install a fire sprinkler system in the mobile home. Because it was manufactured prior to Sept 1971, the State does not consider the addition of fire sprinklers an alteration to the home, therefore does not require or issue a permit for it. I will present the certificate to the inspector when he comes to inspect the set up and he can look the system over if he likes. Thanks for your cooperation. Sincerely, Cliff Johnsen COUNTY OF BUTTE BUILDING DEPT N O v 0 9 1993 m 7777777 F'. 01 STATE OF CALIFORNIA --DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT EOISTRATION CARD MOBILEHOME DECAL NO, M4� MANUFACTURER NAME/11)TRADE NAME MDDEL DOM DDT DFS ' SPC EXPIRE LNCER: 00/00/71 02/05/71 ABA 03/31. RY-71 U SERIAL NUMBERLABEL/INSIGNIA NUMBER WEIGHT LENGTH WIDTH ISSUED SCC EXEMPT USE t S2371)= 000000 999999 999999 04/06/92104 2 a TOTAL 5 FEES B PAID: $24.00 A GUSTAFSON TERRY L COUNTY OF BUTTE D OR CHRISTINE D BUILDING DEPT D 4420 MUNJAR RD R CHICO CA 95926-9493 Nov 0 9 19-3 E S S E • GUSTAFSON TERRY L OR CHRISTINE D I A 4420 MNJAR RD .R•1` T L, E CHICO �tA�CA 95926-9493 R a. 'm � E 4L pw.r.7t�: 'qua• ��>: �':, o s HUNJAR RD N.T� ¢yr tk E U CHICO CA 95926. -t R S :...,........., I .SIC•# ............ f•k',f'•'.Y�` a'"'j ter.. •� i! i t... k5 saw s I N h' 0k I� f Rr. •'" al t �v DUPLICATE COPY 79 BF FILEU WITH THE MOSILEMOME r n� 8' PACK OPERATOR A8 REQUIRED BY LAW r w_ f. y l,• 11F1w'�.. 1' k' �p "Am, Ya~ m Ak' Z,ks 4. .5 V F Y kl f wen k•c�A!Rt; y5 j� N I � '$ O 8 R T L Z E N S M E {� 0 C S`011 ; L o o N 7u0G E D f^ R 14IMPORTAHT OWNER INFORMATIDN SHOWN DEPARTMENT ABOVE MAY NOT REFLECT 03-092-01090TME ALL LIENS RECORDED WITH THE �, , CURRENT OGSE T 7E STATUS MAYCN BEIETH o DESCRIBED UNIT, MD GH HE DEARTMENT. 0300931 Ul c" 9w m O ILL ®L C3� F O �5 7 O W At 1' BUILDING DIVISION Yy COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95955 - TELEPHONE: (916) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT E.FLNI ITN . 9 19 Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. r# .3 ZONING yt _ OWNER 11 PHONE NO. OWNER'S ADDRESS P0(3 '3P-zt,3- fS-512-1 LOCATION OF BUILDING 413!1 -7�X( [JA) 114 C�4 L.Cza USE OF BUILDING SIZE OF STRUCTURE ' x--6-3—' ,2:.600 SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL_ CONCRETE OTHER (Specify) TYPE OF SIDING :5 -Tee, ROOF COVERING sr -c,0 l FLOOR TYPE co", c ESTIMATED COST OF CONSTRUCTION $ /Gk AG Buildings shall comply with the building front, side, and rear yard requirements of the applicable County Ordinances as follows: FRONT :!�S t SIDES '2y 1 REAR 2,51 AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. ` N '4 I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with. the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. I / Date I L 7`V Signature of Owner Permit Fee - $60.00 Receipt No. 1 5 3 7/S' The above described AG Building is exempt from a building Dermit I - F-- FLOOD PAR P.D ROOF §Tu Manager Building Division By Date l l z 93 White — DPW, Yellow — Assessor, Pink — B. L, Goldenrod — Applicant elthirl C fall ��9 I . , 0 . j. _A ,nr•: Y _ \.., ..Y 'v.-J•.ti "s-.r,.i+�i.. ,,,.q...ti.. .,-� .t �f r .. - - 1 COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION� e 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA9_5965 -TELEPHONE (916) 538-75411 r OWNER ( Proposed Building.Use PERMIT APPLICATION DATA SHEET A. P. No. 03 ( - 20C�' C> -S-9 Building Inspector _ ��6 Date /I I/L 9 At time of permit application, I was advised the following data must be submitted prior to permit O ocessing and/or issuance: DATE'RECENED BY 1. All items have been submitted . ....................................... . 2. Plot plans, 3/4 sets, signed by preparer of plans. 3_ Complete plans, 3/4 sets, signed by preparer of plans . ....................... .4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............ . 5. Hazardous Material Form . ............................................. 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $................................... ... . 11. Impact fees as shown on attached schedule. ......................... I..... 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer . ................. . 14. Sanitation and plot plan approval Health Department . ............ 15.. City of Chico plumbing permit . ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ....... : 18. Coritact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. .. .. . 'k Freanspection req u t 20. Pre -inspection for required. . . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 21. Owner -Builder Verification (Given to owner , Mail to owner _). .......... . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization. .:..................................... . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... 27. Letter of intent on building use . .............................. 0 .......... 28. Mobilehome utility clearance. .... ;.................................... . 29. Documentation of legal access . ..................... 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B),!Paircel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list. ... 33.. ().5E O� ................. . 34. When you issue the permit, process as follows: :t Mail to owner. Mail to contractor. Telephone and hold for cku at office. Deliver with inspector. Other Parcel Creation � � / �� r�� Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone -mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date' Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works z O C§ n Cb C, IQ ft � (b N 00 .0 o .3 6 E Tq fill' Cb C-7 C") C, I "C' 4. V. a) Fri ?4 rz) �u°o a to QL rr) rrl IZ) to IN 0 0/ 24"jF 2787.43 IV 0' P4 rr, Q, C:� N 0 0C) .3 6 ZI z O C§ n Cb C, IQ ft � (b N 00 .0 o .3 6 E Tq fill' Cb C-7 C") C, I "C' 4. V. a) Fri u, lb to QL rr) rrl IZ) z O C§ n Cb C, IQ ft � (b N 00 .0 o .3 6 E Tq fill' Cb C-7 C") C, I "C' 4. V. a) Fri u, rr) rrl IZ) a) Fri N cz l ipf C/ O �ffNSf N GENERAL CONTRACTOR / REAL ESTATE BROKER 200-STILLWATER DR. CHICO, CA.. 95928._ -PH. #895-3719 FAX # 34.2-0845 _ CONT.LIC. # 381401 Butte County Building -Dept., As per our conversation on the phone, I have enlisted the services of a c-16 contractor to design and install a fire sprinkler -system in the mobile home. Because it was manufactured prior to -Sept 1971, the State does not consider the addition of.fire sprinklers an alteration to the home, therefore does not require or issue a permit for it. I will present the certificate to the inspector when he comes to inspect the set up and he can look the system over if he likes. Thanks for your cooperation. Sincerely, Cliff Johnsen y , w CD ., L==D . If Ak Inv - s A t �v�t mw a� 1 `j < t4 - 20 _. w s. 14% h t� s n CLIFF N. JOHNSEN 200 STILLWATER DR (916) 895-3719 525.5 11.3511210 CHICO, CA 95928 PAY TO THE % / G'G✓LVw'� ORDER OF rr f/C C i) D O L L A R S [)� Bank of America (916)699-2120 Chico Main Branch 0006 400 Broadway / Chico, CA 95926 MEMO 2 1000 3 581: 5 2 5 5 00068111 3 13 5;�+ 00 OFFICIAL RECEIPT COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS LAND DEVELOPMENT SECTION V., RECEIPT 14 O 3 ISSUE V�� N pig QDQ b COO `� - `' I I MClL1��e CE`+ I�1 ✓1 tit RECEIPT TOTAL TENTATIVE ERIS CHECK & STREET " COMP- 66 OTHER APPLICANT RECEIVED FROM DATE NO. RECEIVED MAPS INSPECT SIGNS LIANCE 00 OFFICIAL RECEIPT COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS LAND DEVELOPMENT SECTION V., RECEIPT 14 O 3 ISSUE V�� ,r mss' - butte Fount BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: 19161 538-7541 FAX: 19161 533-2140 B U T T E C O U N T Y B U I L D I N G D E P A R T M E N T F A X C 0 V E R S H E E T FAX NUMBER (916) 538-2140 DATE 1142 9 �3 T0: ATTENTION: FAX NUMBER: 34-2^094 REGARDING: A.P. NO. 03Ftoo -0S¢ PERMIT NO. q3- 3747 SUBJECT: Ffi F IF5)7< b / / . C 17 61l 7 i1,04f SPECIAL INSTRUCTIONS: [ ] SEE PLAN CHECK LIST TO FOLLOW [ ] REVIEW AND RESPOND ACCORDINGLY [ ] FOR YOUR INFORMATION ONLY [ OTHER: 5G/1009/LY .5-,yj'r.EM MUST 86 de5loONE-0 4N/> 516A/F0 -r&& C -I& 4VIla /N,S��GLS SYS -re -FM /iV 1WH MOST c6;e77FY fit/ f vg/TiVG �irr 11-1-r1 -G cItT/oAj Co SUES wall -1 tilcm 13 Z) . -- SINCERELY, JO ENRY, P.E. PLAN CHECK ENGINEER C� 17- rt a � 754 C (b L •P � "lam L+z. m � s � � b N � 'r �U •P � "lam L+z. L+z. m � F7LA�x S P r ,n k ? ems. 00 C 300 � yd , %uw l.��rt Pn I,✓a���-� � �l Sw JT C, ", f -309/04, �,-, , �., ►h r 3 h 1� �- L,n i L �ec7 Serv-"c aoo ,�Mp does n; Cv-r pOW ", Ltt0� p,,mP FOO fkx -ju Jq- �vMP i kl 1 ✓m p )VIULao �11 �I-0-j� S �� p P �� W RESIDENTIAL �.-_.... _. 93-3233 P,E 039-20-0-054 BLAYLOCK, CHICO �� 3 jTAILWIND DR, C�niTR; CLIFF JOHNSON I� .95-3741 M ry f3 OFFICE COPY I I Address GAS Meter By ELECTRI Date: IMeter By / -- -- - - - — -- Cate JOB FINALE , t�) V=OK O = Not OK Not Applicable Not Ready'., •MOBILE HOMES Date/Initials MOB OME UTILITIES Plans OK except #'a oni equirements-Setbacks-Easements IL-So_11XAWc_1al MH Support Sketch e ; Location -Test -Fall -C/O Concrete et Locationest-Easeme eede ketch)�$y lec ity; Location-Clearences-Grnd- Amp -Concrete as; Location -Teat -Wrap: L"ft. / /"Net. or P'L"tt./ LPG 7. Well Clearance & Disconnect 8. Utility learance SQ Sv PL SES" /4Df, �OevAL t 10 Date/Initials MQDIIE.HOME INSTALLATION Plans OK exce t p's _66 uirements-Setbacks Easements ' M- oo gs; Size -Spacing -Marriage Line'-_ c, ' es; Test-Demand-Valve-ConnectIL s-' ectricity;.MH Teat -Crossovers -Breakers= esiences" v4�;'.-- m; MH Test -Fall -Flex Connector zt-wa-Ge'r; M Test -Regulator -Connector ' r _d Sewer Connected -C/O to Grade -HD Approval . Gjegrfd Electricity Tagged OW -6 ; Insp.-Sketch rt. of Occupancy f if MISCELLANEOUS Date/Initial DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders 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-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date/Initials 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, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip :Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosu res- Pane lboards- Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test V=OK O = Not OK = Not Applicable Not Ready 4 RESIDENTIAL (Single & Duplex) Date/Initials UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -flood -Slope 2. Fig., Main;, Soils-Elec. Grnd.-/ P' Fig. Depth 3. Ftg:,'Garage; Soils -Steel -Elea Grnd.-/ /" Fig. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Fig. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation e Date/Initials PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor-Naii Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date/initials ELECTRICAL (Permit) OK except #'s 22. Fixtuie & Transformer Clearance -Ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25.Romex Installed Close to Edge of Studs & C.J. 26 Equip. Ground made up w/Mach. Fastners-Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels -Motors -Meth. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector Date/Initials MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date/Initials FRAMING (Plans) OK except #'s 39. Sils, Proper Material & Anchors 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Wells over Girders & Floor Nailing 42. Draft Stop in Wells (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing Date/Initials FRAMING (Continued) 45. Hangers -Post Ceps -Anchors -Connectors 46. Ong. Joist-Rftr. ties-Purlin=roof Brec-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Battles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Lending -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows Date/Initials FINAL (Plans) OK except #'s 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes & Labels 67. Stairs & Rails 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit.Fixt. & Appliance; Grnd: Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door, Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor-Mech. Protection 75. Plb., Elec. & Mach. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door-Dreina e & Wood -Earth Clearance Looked under Floor Yes 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 81. Stucco; Brown -Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; Pibg: Appliance -Fireplace: Clearance to Openings 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation Throughout House 87. Glass Protection 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates Comments at Final: _ .. ... .. .. : +�',�t•: arc:, cam..^..a.-,. ... -.. �,...�„a.. .. .4.T MOBILEHOME INSTALLATION ACCEPTANCE COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS — 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA 95965 — TELEPHONE/: ((916) 538-7541 _PERMIT N0`� ":7 23 7 Address or location of mobilehome"'► lff 7 /-T/— Owner's name ? 1% LOC Owner's address SLT ,�i� `C�` 'Insignia or hud number LA p�� .".""� Manufacturer's name - Seri a I ame Serial number, e', 7S4/Year of man ufact tuureses-/ zrr 16 (Official Approving Inst Ilation) ° (Date) IF THE MOBILEHOME IS MOVED OR RELOCATED, THE MOBILEHOME INSTALLATION ACCEPTANCE SHALL BECOME INVALID. THIS FORM SHALL NOT BE USED WHEN THE MOBILEHOME IS INSTALLED ON A FOUNDATION SYSTEM. e/�© 3 9 -ad --o- °5/ 513B White - Owner, Yellow - Installer, Pink - D.P.W. COUNTY OF BUTTE - DEPARTMENT OF DEVELCJ 'LENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, Californ��.f5 - Telephone (916) 538-7541 PERMIT NO. • ' APPLICATION AND PERMIT 3 X233 ASSESSOR PARCEL NUMBER 039-200-054 ZONING A-4 BUILDING PERMIT OWNER C. W. Blaylock TELEPHONE 895- 719 SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 200 Stillwater Dr., Chico 95q28 CONTRACTOR'S NAME Cliff Johnson TELEPHONE 895-3719 CONTRACTOR'S MAILING ADDRESS same as above Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ XMH LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 23. 00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS PERMIT FEE $ 23.00 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 41131 Tailwind Dr., Chico Solar or heat pump water heater 23.00 Water piping 15.00 LOT NO. SUBDIVISION'S NAME P R L Each gas water heater or vent 15.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobilehome M Other sPECIFr Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 3 @20.00 60,00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities CA Installation ❑ Other O Describe Work: MHU (3 Bedroom) PERMIT FEE $ 80.00 Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service10V OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( & ACC. BLDS. ) 3.5C $0, FT. - CONTRACTORS LICENSE LAW( I declare under penalty of perjury (check one) �"� am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. LicenseNo.7�/ '/0 I Classification C-/(/ C-.�d,Q ❑ I, as the owner, or my employees with wages as t eir sole c mpensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET •NON.RESID. ( BRANCH CIRCUITS ) @7.50 POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) BAL. @ 1.50 WOccup' ( FIXED APPS. OR Ex. OUTLETS IRESID.I EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 1 23.00 1 23.00 WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. \1 shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ 66.00 Contractor MECHANICAL PERMIT Filing Fee 20.0 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in conseque c o the granting of this permit. o� X Date /'� Signature cant - ❑ Owner Contractor ❑ 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 $ ONST. TYPE TOTAL FEE $ 16 00 [EHAZ. I D. FEES IMP FLOOA CDF PAR PD HD rA This permit is h reby issued under the applicable provisions of the Butt unty Code and/or Resolutions to do work indicated e f r w ' h fees have been paid. D OF PUBLIC WORKS By Date—/1-17--q- ate -17q� PERMIT EXPIRES ON (Date) f1 Q O Receipt .D. J Receipt WHITE-D.O.S.-B.D. CANARY -ASS SSOR PINK -INSPECTOR GOLDENROD -APPLICANT II .-. .t.w-fr.- �::iht+�A"'-�r�--ti.--..�r.,�•r�,.�.,rM..;,i,�5 .��; +' `vs+,5..•,,.r-.•---, ��r..�--�L:-ti..r..Y�i., n�`3,.,nt�''�'r" ..r ... - - COUNTYOF BUTTE - DEPARTMENT OF D4, F %ENT SERVICES - BUILDING DIVISION+ OWNER 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT A14 r j APPLICATION DATA SHEET /�0(11z, Proposed Building Use �tA/C) 3�q,L Building Ins A. P. No. )- 00 -5`7' L�o Date z s 3 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: r DATE RECEIVED BY All items have been submitted . ................. . 2. Plot plans`/4 sets, signed by preparer of plans. ......i ....................... 3, Complete plans, 3/4 sets, signed by preparer of plans..' ......:......... . .4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. r- 5. Hazardous Material Form . .............................. . 6. Energy Design Compliance and supporting documentation. ... .............. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ .......................................... 11. Impact fees as shown on attached schedule . .............................. 12. California Department of Forestry plan approval/fees. ....................... . Z13. Flood elevation letter (100 year flood)b California Engineer ................... 14. Sanitation and plot plan approval �1/(p Health Department. ......... . . 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ........ ` X18. Contact Land Development about (A) -Improvements (B) Drainage. .... .... . 9. Driveway permit (construction approval required prior to occupancy). . 20. Pre -inspection for Prey"e°�O" req°s- required. . to Building Inspedor (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22.' Certificate of Workmans Compensation Insurance ........................... . 23. Owner -Builder Verification (Given to owner , Mail to owner _) ............ 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . .......................................... 28. Mobilehome utility clearance . ................... ....................... . 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............ 31. Existing violations/expired permits . .............................. ai 32. Plan the k list:, ".y......... ......................... 4C -Ldt When you issu(Vthe permit, process as follows: Mail to owner. IV Mail to contractor. - Telephone and hold for pickup at office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date Copy of HazfMat form sent `- ` Health-Dbpt. - Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must'b se ubmitted.p 'or, to per i ce: 1. Index permiffor above items No. 2. Additional items required: ecked above). 1'�+ Contr, tor, designer, owner, was advised of above required data _ one -mail Counter by Date O // Contractor, designer, owner, was advised of above required d by _ phone _ m Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy. - Department of Public Works. TO: ' ' Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance F.H. USE ONLY rhn ri.„ Attached Sent Owner LoFatioif AP/# Plan Approved for: Sewage Disposal 1,,-' Water Supply: Public Private Well I - -Clearance for -:�:> bedroom nobile me. Other Hold final for: Final clearance O.K. for: NOTE / 4E-nironLmeAntal Health Specialist 8/92 /326-91 Date 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 CORRECTION NOTICE NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address an 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,e *act s office immediately. / tN v 1 f2 C k ry C lrw r �� ��� Date T/7-/4; Inspector REV 10/92 r 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 CORRECTION NOTICE -s" 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 office immediately. G f L 10'--- 2 Date 7 //�i7 Inspector REV 10/92 COUNTY OF BUTT, - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION v 7 Courtly Center Orive - Oroville, California 95965 - Telephone (916) 538-7541 PERM N9 APPLICATION AND PERMIT �1, 93 3 X ASSESSOR PARCEL NUMBER 039-200-054 Ptn. ZONING A-40 BUILDING PERMIT OWNER C. W_ 'RlaVlark TELEPHONE _895-3719 SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 200 Stillwater Dr, Chiro 9592R CONTRACTOR'S NAME Cliff Johngon TELEPHONE 895-3719 CONTRACTOR'S MAILING ADDRESS Same as above Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 23.00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS PERMIT FEE $ 43.00 Tailwind Dr., Chico PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 LOT NO. SUBDIVISION'S NAME P YG�L MAP ,3.2— `/ Each gas water heater or vent 15.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobilehome 0 Other SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 TYPE OF WORK New ❑ Addition ❑ Remodel 1:1Utilities ❑ Installation CK Other O Describe Work: PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( '111101 LESS ) 2001 OR LESS 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCC UP. OR ADONS. ( & ACC. OLDS. ) so. 3.50 FT. CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) (�I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. /(OUTLETS License No.%P�Q/ Classification C—IUC--.746 Q ❑ I, as the owner, or my employees with wages as their f sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET -NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWERAPPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) BAL. @ 1.50 Ex. Occup.FIXED (RESID OR RESID.) EA. ) S.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. .'ALI shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in conseque a of the granting of this permit. X Date Signatur pplicant - ❑ Owner ❑ Contractor cZ 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 Is 100.00 Energy Inspection Fee $ DCC CONST. TYPE TOTAL FEE S 143.00 HAZ. IMP FLOf� / p L 1317 ISS This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated a e for which fees have been paid. RE TOR OFPU I I WORKS J �y By ate PERMIT EXPIRES ON Mate) Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT IN % 1-'a'��`�'.1� ."S,'"a'"'Y''3'aw..1[.ac.=+•yW7Ltid"''y.:'iii•r'1`i1t�r^....+iky.•...-=��'.r�.-�.-},,.r;'L� '—'"tv �,.7 �.i.7'niw.`.• 'COUNTY OF BUTTE-tA, FARTMENTOF D /EG0VMENTSERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 PERMITAPPLICAITION DATASHEET t - OWNER W 4d/1?41- c- A. P. No. _ Proposed Building Use .34A. 1471-1.1 Building Inspector Date Z ls�5 1 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: A RECEIVED BY 1. All items have been submitted . ....................................... 2. Plot plans, 3/4 sets, signed by preparer of plans . ........................... 3_ Complete plans, 3/4 sets, signed by preparer of plans . ...................... .4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............ . 5. Hazardous Material Form . ............................................. 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ . ....................... ./ 11. Impact fees as shown on attached schedule. ... �'Lf,!1..4�. ........ _ 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer . ................. . 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit. ....................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: ........ +' 18. Contact Land Development about (A) Improvements (B) Drainage. ........... 19. Driveway permit (construction approval required prior to occupancy). . . 20. Pre -inspection for to Buil Building Ins edor required. . . to Building lnspedor (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. Certificate of Workmans Compensation Insurance . .......................... Owner -Builder Verification (Given to owner , Mail'to owner _) ............ 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 7. Letter of intent on building use . ......................................... obilehome utility clearance . .......................................... 29. Documentation of legal access . ...................... :................... 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ................ 'Al xisting violations/expired permits . ..................................... . Plan check list.. .. ................ When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other Parcel Creation �2d Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submittedori to m' issua ce; (Cir le ne)v item t ch above). 1. Index permit•for above items No. 2. Additional items required: Cont or, designer, owner, was advised of above required data by phone _mail Cou ter by� Date /O--//, F --?Contractor, designer, owner, was advised of above required data by _ phone _ mail C nter by _ Date Plans checked by Date Plans approved by Date / i 3 Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works r '� /lily r'r, MOBILEHOME SUPPORT DATA -.- If other than single wide, Mobilehome Mfr. L h furnish Setup Model No. �— Year 7-/ -Width 20 (ft.) Box Length SS (ft.) Tagalong or Expando Size ft. x ft. On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets (if not.on file with the.County of Butte). FOOTINGS (check one)F- 1. Wood -pressure treated or foundation grade . 2.. Other (specify) i� SUPPORTS (check one)®1. Concrete-block.El 2._ Other (specify) - Pier Footing Sizes and Locations SINGLE -WIDE MULTI -WIDE - - — — � Main Beams — — _ — — • Mafia Beams — — — — — — — ine .._Line Tag or Triple Line 1 Piers: Line 1 Openings: Size -Min- ------------ Size -Min- ----------------- k Spacing -Max- --------- �_ �, Each Side of Openings From Enda-Max.------- ' With Width Over --------- s '� Line ° Piers: Size -Min - ------------ Spacing -Max ---------- From Ends -Max .------- '- D Line 3 Roof Loads: Size-Min.------------� .,x x o "x Location (From Front) _ _ _ " Line 4 Piers: Size -Min .------------ Spacing -Max.--------- From Ends -Max .------- Line 5 Roof Loads: Size -Min.------------ „x 'k Location (From Front) _ _ [ R Line 3 Piers: (Under Bearing Wall Only) Size -Min. ------------------ Spacing -Max---------------- r �� From Ends -Max.------------- �, ���2/4 EL,- -r ',k .x -,x -k k I - e 5 Piers: (Under Bearing Walls Only) Size -Min .------------------ Spacing -Max---------------- From Ends -Max.------------- I I =® -H ® `1 x ITrv t- D 0 1. 'Owner's Name: BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, OrovilTe, CA PHONE: 538-7541 MOBILEHOME INSTALLATION SHEET 40�,� �-, 4j- elli 2. Installer's Name: ;5-() h P jer 3. Is the site currently under permit? Yes ® No .a (If yes, furnish permit number 3 - 3oZ .3.3 ` ) OR Is the site an existing site? Yes a No (If yes, furnish two plot plans.) 4. Will the mobilehome be located at least 5 ft. away from septic tank and leach fields and clear of all setbacks and easements? Yes 7x- No 7 (If no, clarify w 5. What is the mobilehome electrical rating? --------------- 76 Amps 6. What is the mobilehome site service rating? ------------- 16r) Amps 7. What is the mobilehome site circuit breaker rating? ----- Amps 8. Is there any other electric load to be served by the mobilehome site service? -------------------------------- Yes No (If yes, identify the load and size: (Load) (Amps) 9. What is the mobilehome site gas pipe size? -------------- (in.) 10. What is the type of service? ----- --------------- Natural LPG gas 11. What is the gas pipe length from meter or tank to the mobilehome? --------------------------------------------- (ft.) * 12. What is the mobilehome gas demand? ---------------------- (BTU) *(This information not required if pipe length less than 6 ft. on natural gas or less than 50 ft. on LPG.) E, 14225 97 —of Parcel Maps, ��hnjel^ VIA -1 101-k 89t Of P" and sPeaMnations ko ejob ael, all times anal it 1-_ u U nqzany changes or 4iLItaratj.-,..ns ori t n perrnisaion. from the Dcs-nartm SEE. DE TA IL "A 6,9? 44 RARW Cr! A: IMI. be - ;7 11ul to le -with out tit Of Public 4&f TA',WINa`- ,!4% 4 Ck J ko A.' y 4. 0 0 4 DI As� N8.9 59 P4 W IR,110 381,141 !!dr 'rT.Jtf C 1 NO, A� 0; IV p Al- • 6 d -f e'^5 117 '11le �/j'q' ?(–WO -W burl 41-9 /Y "I Z-11 1407 ry un 0 it w.. Pip, Nor im,tee,; W s NOTE: All Materials & Workmanship Shall Be Tn Accordaywo,witIx Recognized G-ocd Fwwtices stnd Prese-r-lbed for list;of a Quality in thaUnIform u-r^-*biD.9 0 Mechanical • c', Codes and the National SleoUlcal Code. 381,141 !!dr 'rT.Jtf C 1 NO, A� 0; IV p Al- • 6 d -f e'^5 117 '11le �/j'q' ?(–WO -W burl 41-9 /Y "I Z-11 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County CentgoriDrA - Oroville, California 95965 - Telephone (916) 538-7541 4 PERMIT NO. APPLICATION AND PERMIT / (� ASSESSOR PARCEL NUMBER 39-20-54 (##3) ZONING A 40 BUILDING PERMIT OWNERT BILL BLAYWCK TELEPHONE 895-3719 SQ. FT. OCC. BUILDIN ALUA ON 9 OWNER'S MAILING ADDRESS PO BOX 3242 CHICO 95927 112 OPEN 784.00 CONTRACTOR'S NAME CLIFF JOHNSEN TELEPHONE 895-3719 70 CONTRACTOR'S MAILING ADDRESS 200 STILLW9TER DR CHICO Fireplace CONSTRUCTION LENDER NONE UNKNOWN Total Valuation Is 11 2664.00 Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 126.00 ARCHITECT OR ENGINEER GREGDRESS PEITZ LICENSE NO. C21283 Plan Checking Fee $ 81.70 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING 1907 TIANGROVE ##E CHICO Penalty $ BUILDING ADDRESS 4139 TAILG'IIP'D DR PERMIT FEE $ 227.90 CHICO PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15,00 15.00 LOT NO.SUB 3 DIVISION'S NAME PARCEL MAP AC.R.EWOOD Each gas water heater or vent 15.00 25.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobilehome O Other DOCK SPECIFY Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home S G I W @20.00 TYPE OF WORK N jw q Addition ❑ Remodel O Utilities O Installation O Other O Del4cribe Work: 'BOAT DOCK PERMIT FEE $ 80.00 Contractor ELECTRICAL PERMIT Filing Fee 20.00 i Main Service ( '20'vOR LESS ) G23.00 00AA OR LESS Main Service ( 200A TO IOOOA ) 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( &ACC. BLDS. ) S0. 3.50 FT. CONTRACTORS LICENSE LAW( I declare under penalty of perjury (check one) ILI am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. 3�/ y0� Classification %j "-�-/f�-- c-3�a ❑ I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) O I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) O 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET •NON RESID. ( BRANCH CIRCUITS ) @7.50 POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) BA20 @ 1.000 Ex. Occup' ( FIXED APPWS. OR OUTLETS IRESIO.) EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 23.00 WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): O This permit is for $100.00 (valuation) or less. O 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. Et I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor 66O MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in conseque c of the granting of this permit. X Date l/' 2- Qa Signature OP940 ant - O Owner Contractor O Agent construction o structures over 3 stories in height. /7 2 �4 J An OSHA per It is required for excavations over 5" " deep and dHCAN7T Mobile Home Installation Fee $ Energy Inspection Fee $ q O(:C, M cpryst. jrPE v'v TOTAL FEE $ HA2. IMP F CDF P B PD H SSUE This permit is hereby issued under the applicable provisions of the Butte ounty Code and/or Resolutions to do work indicated a o e for which fees a been paid. E OR OF U C WORKS ByDateWHITE-D.D.S.-B.D. EXPIRES ON -moi^ (Da tel C 7 Q Receipt No. ✓ 3 C.V "� 5O CANARY -ASSESSOR PINK-INSPE OR GOLD ROPERMIT / L Contractor, designer, owner, was advised of above requyr� d data, S ighone _ mail Counter by _ Date Contractor, designer, owner, was advised of above rec�uife��t phone _mail Co ntert �jy _ Date Plans checked by Date Plans approved by J t - Date L; - z Sets of plans on hold in File cabinet AP folder 3 Za-- Copy - Department of Public Works COUNTYOF BUTTE--AEP_ARTMENTOF:DEVELOPMENTSERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE -.OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATIWt DATA SHEET IJP lUe- i OWNER S A. P. No. Proposed Building Use��` Building Inspector �'- i Date / S3 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: 1. DATE RECEIVED BY All items have been submitted . ........................................ # 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3_ Complete plans, 3/4 sets, signed by preparer of plans . ...................... .4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ . 6. Energy Design Compliance and supporting documentation . ........... ...... 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. 'ilehome data and manufacturer's installation instructions, 2 sets. ........... eesof $ 23. oo .......................................... 11. Impact fees as shown on attached schedule. ............................. . 12. California Department of Forestry plan approval/fees. ....................... . 1*1.-Flood 0 elevation letter (100 year flood) by Californiip Engineer. . . Sanitation and plot plan approval C H!C Health Department. .... .. 12- Z -q 1 15. City of Chico plumbing permit .......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: _ 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 4 19. Driveway permit (construction approval required prior to occupancy). . . 20. -x,21. FP;r Pre -inspection for required. .. toB�;�a �9 r edo (Date) Contractor's license information. (No., Name Style, Classification) . .............. 2''1. Certificate of Workmans Compensation Insurance. ......................... . 23. Owner -Builder Verification (Given to owner , Mail to owner _). .......... . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ....................................... 26. . Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. _ Documentation of legal access . .....................: 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ...................................................... 33. 34. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date ll 7- �? Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By . The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above requyr� d data, S ighone _ mail Counter by _ Date Contractor, designer, owner, was advised of above rec�uife��t phone _mail Co ntert �jy _ Date Plans checked by Date Plans approved by J t - Date L; - z Sets of plans on hold in File cabinet AP folder 3 Za-- Copy - Department of Public Works Y W Its civ— I 4 I ,► 1 DEC- 2-93 THIJ 1x+:34 Env Hee I tin—cn I c.o 9168951.51 2 e P.01 ift — L TO: Building Departmentfj FROiv1: Fnvironmental Health SUBIECT: Sanitation C;lelrailce J-01 a C er Location AP# Plan Approved for: Sewage Disposal _ Water Supply: Public Private Well Clearance for Bedroom mobile home. Other 1p 'Hold Ein"ll for: Final. clearance U.K. for: NU1'L: •. 1 Env ir amental Health Specialist 3/92 Date 6m, O H - Ono Iv 84' Nvn qc;i uu r U �4 TO: Building Department ' FROM: Environmental Health SUBJECT: Sanitation Clearance F.H. usr ONLY Hot ITS, niuchcd �— S.11t to I S. U. Z_R — �2—g�3 q ad do, trv.f Dr 3i -2o- SV. Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for bedroom mobile home. Other 17x, Hold final for: Final clearance O.K. for: NOTE / Envir nmental Health Specialist 8/92 12-2-- Date Z'ZDate COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 APPLICATION "AND PERMIT r1��ulii.L•a ASSESSOR PARCEL NUMBER ` O — ZONING BUILDING PERMIT OWNER l Q u(k TELEPHONE PJ-- 7�9 SO. FT. OCC. BUILDING VALUATION /h 2 Z_ 146 OWNER'S MAILING AODR/5./��) C FJC�7 / Q CONTRACTOR'SNAME - 7 I V° 17J�i�� FILLEPHONE +� �iy �/�/ i1 ((// CONTRACTOR'S MAILING ADDRESS ' S7r �� Fireplace n CONSTRUCTION LENDER N /, o ),.0— `� UNKNOWN Total Valuation .S 6 LDER'S MAILING ADDRESS EN Fling Fee $ 20.00 Permit Fee $ '16 ARCHITECT OR ENGINEERLICENSE �/ P TZ NO. C 21,25'r Plan Checking Fee $ 181 0 Energy Plan Checking Fee $ ARCHITECT OR ENGIgEEfl'S MAILING oREss / 70 A'Vr} A I6tvve * � ' C 41 C o Penalty $ BUILDING ADDRESS 1.� `% 7~.4� /w,•.c lir- c4,60 PERMIT FEE $ (> 22 7 -5' PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15,00 LOT SUBDIVISION'S NAME �j PARCEL MAP / CA&'WOJ Each gas water heater or vent 10 15.00 USE OF STRUCTURE SFO Duplex ❑ Mobilehome O Other DJ L� SPECIFY Gas piping system 1 - 5 outlets 15.00 fid` Building sewer 15.00 I/ Mobile Home S FGTW @20.00 TYPE OF WORK New r--4F—Addition O Remodel ❑ Utilities O Installation O Other ❑ Describe Work: �i/ C- PERMIT FEE g 8 Contractor ELECTRICAL PERMIT Fling Fee 20.00 Main Service ( IV OR LES ) 200AOR LESSS 23.00 Main Service ( 200A TO IOOOA ) 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( & ACC. BLDS. ) 3.5C$O, sT, CONTRACTORS LICENSE LAW I declare under penalty Of perjury (check one) O I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Qode and my license is in full force and effect.7 License No. Classification 13 —C—/V— C—J (j O I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) O I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) O I am exempt under Sec. Business and Professions Code for this reason NEW CONST. MULTI.OUTLET NON RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) BALD. @ H.So Ex. Occup. FIXED APPLNS. OR p' (OUTLETSIRESIDIEA. ) 5.00 Temporary Service--� 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 7i WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): O This permit is for $ 100.00 (valuation) or less. O 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. 11Q shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT g Fee 20.00 Heating Cooling Hood 6.50 Ventilatio PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. 1 agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequenc f the ranting of this permit. X Date/' 7 ` �3 Signature ofIca Owner Contractor O Agent An OSper's HA mi required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEES SQ, �Q HAZ. I D. FEES IMP I FLOOD I CDF PARCEL I PD I HD I ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have DIRECTOR OF PUBLIC BY PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. WORKS Date /Dere/ Receipt No.' WHITE-D.D.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT e� RESIDENTIAL 039-20-0-054P 93-370 BP BLAYLOCK, BILL 4139 TAILWIND DR, CHICO SUPPLY SYSTEM FOR FIRE SPRINKERS/MH y'3- 3,G 3r JOB TINA= (Datev Signature V=OK O = Not OK -=Not Applicable Not Ready MOBILE HOMES ' = Date/Initials MOBILE NOME UTILITIES (Plans) OK except #'a 1. Zoning Requirements-Setbacks-Eaeementa 2. Soils; Special MH Support Sketch 3. Sewer: Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) S. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Teat -Wrap: / /" L"ft. / /"Net. or/ /'L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date/Initials MOBILE HOME INSTALLATION (Plans) OK except #'a 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3.. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy MISCELLANEOUS Date/Initial DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posta-Beams-Rftre: Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date/Initials POOLS (Plana) OK except #'a 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness bead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures -Pane lboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test r If V=OK O = Not OK - = Not Applicable = Not Ready •' . RESIDENTIAL (Single & Duplex) Date/Initials UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Fig., Main; Soils-Elec. Grnd.-/ P' Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance -Materiel -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date/Initials PLUMBING Per it OK except #'s 16. Wat r.; Vent -Access -Combustion Air-Baffl fVz 1r -water Pipe; Test & Anchor -Nail Protection 6 18. D.W.V.; Test -Fittings & Anchor-Naii Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date/initials ELECTRICAL (Permit) OK except #'a 22. Fixture & Transformer Clearance -Ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Rome stalled Close to Edge of Studs & C.J. /2fiARCuip. Ground made up w/Mach. Fastners-Bond Gas & Wate 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No 30. Serv' -Riser Conductors & Ground -Main Disconne t f 7 ( uip. Clearances Panels -Motors -Meth. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector Date/Initials MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date/Initials FRAMING (Plans) OK except #'s 39. Sils, Proper Material & Anchors 40. Wells Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Wells over Girders & Floor Nailing 42. Draft Stop in Wells (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing Date/Initials FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin=roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows Date/Initials FINAL (Plans) OK except #'a 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66.. Elec. Trim & Subpanel; Breaker Sizes & Labels 67. Stairs & Rails 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Klt.Fixt. & Appliance; Grnd: Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door, Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor -Mach. Protection 75. Plb., Elec. & Mach. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door-Draina e & Wood -Earth Clearance Looked under Floor Yea 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 81. Stucco; Brown -Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; Plbg: Appliance -Fireplace: Clearance to Openings 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation Throughout House 87. Glass Protection 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF D VEL6 MENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 9965 - Telephone (916) 538-7541 _PERn . APPLICATION AND PERMIT I A� ASSESSOR PARCEL NUMBER +" BUILDING PERMIT OWNER TELEPHONE 3 SQ. FT. OCC. BUILDING VALUATION _ 6 too OWN ER'S MAILING AD RE``i'SS ^ 1 L_&�� CONTRACTO S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER ,( /c),,p UNKNOWN Total Valuation $ Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ , ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ U Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS/ / 3q ZA . L i . , /� DIC' '�f W PERMIT FEE $ �p 0, 0 0 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SFO Duplex O Mobilehome Other SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 TYPE OF WORK New 1:1 Addition ❑ Remodel O Utilities ❑ Installation CIOther r Describe Work: S U FPL -A E0 IL. S I I Ll� PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service I 2OOV OR LESS ) 20OA OR LESS 23.00 Main Service ( 200A To 1000A ) 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. I & ACC. BLOS. ) SO 3.50 FT.. CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) O I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification O I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) 1' 1, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) O I am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET NON.REslo. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) BAL. @ 1.000 Ex. Occup.FIXED APPWS. OR I OUTLETS IRESID.) EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): O This permit is for $100.00 (valuation) or less. O I have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. Vf\lshall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. 1 agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the gr nting of this permit. X Com- Date // �6 �3 Signature of Applica t - Owner O Contractor ❑ 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 $ 0cC CONST. TYPE TOTAL FEE $ 1 v V HAZ. I D. FEES IMP FLOOD I COF PARCEL PD HO ISSU This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been DIRECTOJLLff PUBLIC A4WORKS BY Z�W PERMIT EXPIRES ON I atel provisions to do work paid. Q, ate (� / y Receipt WHITE-D.D.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT .. � � � � • :Yi _ ,, ., �- .ti.. �;:..�Yl:�,;R`y"'rvf� .1}:�''9t�t � � �'" Y'.i...r•. ,.- •r� .. y-�, ,, .., .. .,� - ` COUNTYOE BUTTE - DEPARTMENTOF DLrt/EL&MENTSERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATASHEET�-,�� OWNER lam/ T Q G o• Proposed Building Use Building Inspector Date At time of permit application, I was 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 preparer of plans . .......................... Complete plans, 3/4 sets, signed by preparer of plans. Engineered2l calcs, 3/4 sets, with wet signature on plans . ............. . 5. Hazardousatrial Form. 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $........................................ . 11. Impact fees as shown on attached schedule. ............................. . 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer . ................. . 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. ........... 19. Driveway permit (construction approval required prior to occupancy). .. .. .. . Preanspedion requ�- 20. Pre -inspection for required. . to Building Inspedor (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner _). .......... . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . ............................. ................ 29. Documentation of legal access . ..................... 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... �12. Plan check Sulis . ........ . ,�yC7� TO fig � �� s3 c-�G N -n2......... Whip,Vyou issue the permit, process as follows: I/ Mail to owner. Mail to contractor. Telephone 0,�qannd hold for pickup at CU Ic a office. Deliver with inspector. Other r Parcel Creation Acreage Applicant Date �"P-D Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone -mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone -mail unter by _ Date Plans checked by Date Plans approved by Date 2 Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works DATE: PERMIT ASSESSORS PARCEL #: o D^- r-�^/ 3 J 2- ,:�> L _ r 3 OWNER'S NAME: L19 L G � FEES: Amount -and Purpose REVISED PLAN CHECK: $ BALANCE OF FEES: $ ADDITIONAL -FEES: $ REINSPECTION FEE':. $ o SHERIFF FEE: $ ''3 CHICO URBAN AREA.FEE':. $ THERMALITO/N0. ORO TRAFFIC: $ OROVILLE AREA TRAFFIC: $ COPIES: $ r IF BALANCE OF FEES OR ADDITIONAL: VALUATION: VALUATION: $ ADDITIONAL VALUATION: $ (check one) / COUNTY. L CITY OF BIGGS: CITY OF GRIDLEY: (check one) RESIDENTIAL: COMMERCIAL: RECEIPT NUMBER: qs 0�' Ia JOHN ALTMAN POB 4983 CHICO, CA. FIRE SPRINKLER CONTRACTOR LIC # 343725 RE Mobile home fire sprinkler system. To Whom it may concern: This is to confirm that the fire sprinkler system that I designed for the mobile home at 4139 Tailwind Dr., AP."# 34-20-54 parcel #3 was installed as per plan. John Altman VELOPME A 039-20-0-054P 93 -3747_ --BP .. .w� rnia 9596 BLAYLOCK; -BILL - z I AND 4139 TAIL�IIND DR, CHICO ) 1 SUPPLY -SYSTEM FOR -FIRE SPRINRERS/MH- � - . GjQ Q - - NONE VICES - BUILDING DIVISION phone (916) 538-7541, PER IT3 -3 ; BUILDING PERMIT I FT. OCC. BUILDING VALUATION I>✓�,.4h G-/6 �! r CONTRACTOR'S MAILING ADDRESS - - - Freplace -- CONSTRUCTION LENDER - - - %�/0'j.e _ _ _ UNKNOWN Total Valuation- $- LENDER'S MAILING ADDRESS - _ Filing. Fee - - $ Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee - $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS -4/ - Tib/L_W l✓n D/2� PERMIT FEE $ LOT NO. I SUBDIVISION'S NAME PARCEL MAP USE OF STRUCTURE SF O Duplex O Mobilehome)( Other SPECIFY TYPE OF WORK New O Addition O Remodel O Utilities O Installation O Other Describe Work: L- L — CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) ❑ I am a licensed under provisions of Chapter 9, Division 3 of -the Business and Professions Code and my license isin full force and effect. License No. Classification O I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) kfl I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) O 1 am exempt under Sec. , Business and Professions Code forthis reason WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. . ❑ 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure., 0.4shallnotemployanypersoninanymannersoastobecomesubjecttotheWorker's Compensation laws of California-. " Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of -the Labor Code, YOU must forthwith comply with such provisions or this permit will be revoked. - I certify that I have read this application and state that the above information is correct. I agree to. comply to all $utte-County Ordinances and CaliforniaState Laws relating to - building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes: I also agree to save, -indemnify -and keep harmless theCounty of Butte against all -liabilities, judgments, costs, and expenses which may in any way accrue against.said County in consequence --of the gr ming of .this permit. X le, Date Pr<6' - Signature of Applica t - Owner Cl Contractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or bristruction of structures over 3 stories in height. l Receipt No. --az WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Each Trap Solar or heat pump water heater Water piping Each gas water heater or vent Gas piping system 1 - 5 outlets Building sewer Mobile Home 1 S G 1 W PERMIT FEE Contractor ELECTRICAL PERMIT Main Service='A OR LESS ( 200A OR LESS ) Main Service ( 200A TO t000A ) NEW CONST. ( DWELLING OCCUP. ) OR ADDNS. 6 ACC. BLDS. NEW CONST. MULTI -OUTLET ) -NON-RESID. ( BRANCH CIRCUITS POWER APPARATUS 1111G, L SINGLE OUTLET CIR. ) Ex. Occup. ( OUTLET OR FIXTURES ) Ex. Occup. ( OUTLETS IRFIXED APPESIDWS. .1 OREA. - ) Temporary Service Mobile Home Facilities Misc. Wiring PERMIT FEE $ Contractor IT 600 'iling Fee 7.00 23.00 15.00 15.00 15.00 15.00 @20.00 ing Fee 23.00 46.00 SCL 3.50 @7.50 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor Mobile Home Installation Fee - $ Energy Inspection Fee $ OCC CONST- TYPE TOTAL FEE $ HAz• I D. FEES I MP I_ FLOOD I CDF I PARCEL I ro FAMi 0m, 20.00 s 3 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. DIRECTOR OF PUBLIC WORKS By PERMIT EXPIRES ON Date s"`-�`%�!".�''�p�'; .`';E. dt�i�'�.i�^rte'.��t�./fFr.R}iYc�►r?s3�N�SA►s�irN7r,XK���`x',�.�q�e�.wl�rc.�'�efw!9e�'�,�,�';T�+'�}'".."'..xwr�s'�+vK'�t'�'Irr'�7ztr. BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District 41co Building Department No. A.P. Number �9���-5-f Jurisdiction 0 City [XI County Property Owner GILL 61,AL-OCK Property Location/Address 'TA/L w f N Subdivison Residential Development Commercial/Industrial X No. of Living MHI Units New Building Department Representative No. 0 Sq. Footage Wo Addition (Group R) 0 Sq. Footage Addition Date (Including Exterior Roofed Areas) (Floor Plans reviewed by School District Personnel) ; s District Identification No. 66,M C I Obi I k=1E1 School District certifies that CLI r✓ �o� N S o (Applicant) �b fl .S�i L_LyA�2 ,�2t!Ve. (Street Address) (Phone Number) 0-,ICv Cil 959 (City) (State) (Zip Code) has complied with the requirements of Resolution No. —5 -Ig by payment of $ representing /) I DD square feet. School Paid by Check Number Bank Number Paid by Cash 0 0'2 0 Date + tri �► �► &O 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 (CE(QA), this project may be subject to / additional school fees to fully mitigate its impact on dhe school district's schools. of White (applicant), Yellow (building department), Pink (school'district) feeformmkl (a/92) COVTRA-C-rOrz AAvtST C�t2TIFY !til MZITING -TlA— THE FilCie SP21t1KLEIZ.S WEE itisTALLEF0 wN TSE Mo >3 c t,� HOME )o A -cc o R t7I+NcE 77 c WITH N F Pt� i 3 - P ��� �� hyo plot VA-Ive +0 Sc4 4o. - pv c. -tu Mo t.Q 1 � Low way o\. 1'e,.tj , �P.rVI Cc •� LJe - S✓ i T�-h -N d, — A e- W\ `-. C �oo-gal - �, ..; . .... -.... ►�h��� nen �,5� - cot, 35 PS' �° Psi ppL P��ir�.-�fe.� T,a:�k ELECTRICAL 'Mla PLUM81NG 0 #-q3 - 37¢7 CONSTRUCTION ( NOT, PLAN CHECKED) ��,,,,p 1 p _ ;,, 3 0,5 r IIJTM OiOMTY SHALLCOMPLY WITH CURRENT EDITION OF NEC, UMC AND UPC' AMIJ A1rA4 13,0- �� �R�K w� Boa., BULOM DOi4 IEW. APPROVED'. — — — — - - — — — - — — r - — — — - - — — — -—-—--———-—-—-- — — — - - — — — - — — ' - —-—-------— — — - — - - - - — — v ---—--——---—--—— — — - - — — - - — — - - — — - - — — - - — — — - — — — - - — — — - — — — - — — — — - — — — - - �4• NOV.29 '93 15:43 DURHAM PUMP TEL 916-891-0613 P. 2 General Purpose J/i Centrifugal Pumps Design Series JIJB Sories and other Sta-Rite centrifugal pumps can be ordered with TZ17.0. motors, and With other design character• Istles. Write for complete Inior- mation on sts-Rite centrifugal pumps for specifle >sppi100- tlonse... on other equipment. ..61' for any speciflo installation requirements. Applications Water systems and sprinkling for homes, farms and Industry Materials Body and begs - Close-gralned cast Iron Impeller J Serins - Lexan`" Impeller -- J8 Series - Brass Ordering Information HIGH HEAD -JNE Catalog No. Pipe Tapping 1" 1151238 1 45 HP t.exeno brass Impeller 1m slier Sites Suct. Ditich. Motor Approx. Voltage Phase Wt3Abs. 113 JHB. JBHB . 1-i/4° i" 115 1 1" 1i5/23o 1 JHC JBHC 1-114 1" 115!230 1 39 112 JHC3 JBHC3 1-114" 1" 208I2301460 ' 3 39 JHD JBHD 1-114" 1" 1151230 1 42 314 Int iA6 ,-IIA" ," onar930/460 3 42 _ _ -JNE JBHE 1-114" 1" 1151238 1 45 1 J140 JOHE3 1.1/4" 1" 248/230/A64 3" 45 JHF JBHF 1,1/4" 1" 1i5/23o 1 49 t-112 JHf3 JB F3 1-1/4" 1" 208/234/4 0 ; 49 JHG JBHG 1.112" 1-1/4" 230 89 2 JH03 BH 3 1.112" 1-1/4" 2 N !48 3 69 JHHG JBHHG 2" 1-112" 230 1 74 1� 2-112 .1 at1A f m1.IWf±7 All 1.1&' MAIM 1460 3 74 MEDIUM HEAD Features 113 to 2-1/2 HP — In either high head or mediuln head models, with heavy-duty motors, easy service design, four-positlon discharge, and air volume control tapping. Draln Port - Provided for easy winterizing. Medium Head Models — Deliver up to 110' of head with capacities to 140 GPM. High Head Models - Deliver up to 140' of head with capacities to 90 `QWM. Basy Serviceability - All models include replaceable wear ring and feature back pull-out design. J Serlse with Loxan Impellers - Abrasion-reelstant for normal applications with working ternpera- tures to 140°F JB Series with Brass Impellers For temperatures to 2250P. JB pumps also equipped with high temperature shaft seals. A Lexan is & registered trademark of general Electria Co. At erature d8 Series Mad um head 2 end 2.1/2 HP model$ have brass impellers with highltemtperaturre shaft seal sal. STA—RITE. Bulls On Commitment. STA-Ml1TtR' ------------------- r-------------------- 6_891-0613 P. 3 Nov.29 '93 15:44 DURHAM UMP general Purpose Centrifugal Pumps 'f Et- g1 Nov. 29 093 15:44 .tiff, DURHAII FF-'UlelP General Purpose Centrifugal Pumps Pump Performance HIGH HEAD ti ...:...:.....,._.,. _..— 0 16 t0 46 40 !S 00 105 OAPACITY 0,111, OA6LON1 PER MINUTE (Gallons Per Minute) NOTO' Dotted Imes Indicate Orf olrmence reduction at high suction lift. Pressure Pump Performance HIGH HEAD HP P51 Feet Head, 5' D1sahafge Dynamic: Suction Lill .20 Pressure (Gallons Per Mlnute) . Feal }Ip PSI Head 5' - 10' 15' 20' 25' 20 46.2 '27 45 -43 40 38 1 30 69.3 36 33 31 27 23 40 92.4 21 16 10 -- 20 46.2 58 6o 64 51 48 1.112 30 69,3 4T 44 41 38 34 40 92.4 31 27 21 12 -- 20 46.2 71 68 68 62 60 30 69.3 61 57 55 51 47 2 40 2.4 5 40 36 31 26 50 115.5 22 20 46,2 78 15 - - - 30 69.3 67. fi4 61 58 54 2-112 40 92.4 62 48 44 40 36 .q0 115.5 33 26 22 15 - MEmuM HEAD 1!0 140 txa 101 a Q �e p to 40 ao oo 1w -. 10 CAPACITY U.S. GALLONS PER MINUTE 3v GPM 7S /I �oAd MEDIUM HEAD 01ocharge Dynalnla Sectlen t_ttt (Gallons Per Minute) Pressure HP P51 Feet Head, 5' 11)' 15' .20 46.2 54 49 44 38 30 1 30 on 27 18 5 20 46'2 7T 67 62 57 51 1-112 3o 59.3 4$ 41 34 23 20. 46.2 88 84 48 40 AA 2 30 69.3 63 56 30 40 92.4 25 10 •• on 46.2 111 106 101 95 8i 2 40 92.4 46 33 Tested and rated in acoordanee with Water Systems Council Standards. NOTE: Pumps Installed with a CON-AIRE" tank reqquire a 100# rellet valve. pumps of reltevinq entire flaw o1 pump at relistip pressure. eellat valve must 110 C p STA—RITir. Built On COmmltmOnt. - ti'It1t7q-A ------ ------------------------------------------------------------------------ GREGORY A. PEITZ ARCHITECT 1907 Mangrove, Suite E, Chico, CA 95926 (916) 894-5719 Structural Calculations for : R .®. C 21283 f REN. -_��� C� BUTTE COUNP WILDING Df;PARTMGNP- APPROVE[ Vj OY tIA 6 22-141 SO SHEETS 22-142 100 SHEETS ^-AC 22-144 200 SHEETS 0 F G A . -P C� s s 0 � o $ lv� Tl- � cn o T J J 0 F �Y 0 tnedi,��d,�- the s A - W �I �L w r�� �%/L (.OS J"� - O IS .41st VVI �p : 5,4 z- Uc..a,� = 2.26 ------------------------------------------------------------------------ REV 4-3-92. LATERAL DESIGN DATA 9/28/93 ------------------------------------------------------------------------- DESCRIPTION >> -------------------------------GENERAL DATA ------------------------------ EXPOSURE > B Ce > .62 HEIGHT EXP. D EXP. C EXP. B 15.00 1.39 1.06 .62 BASIC WIND SPEED > 80.00 as > 16.40 IMPORTANCE FACTOR > 1.00 METHOD > 1.00 NORMAL FORCE METHOD ROOF PITCH > 12.00 IN 12 0 > 45.00 DEGREES o-- Ce $ Ca= as t I PRIMARY FRAMES AND SYSTEMS DESCRIPTION Ca c(KSF) DIRECTION WALLS WINDWARD WALLS .80 .0081 INWARD LEEWARD WALLS .50 .0051 OUTWARD TOTAL WALL 1.60 .0132 OUTWARD ROOFS: 1.30 .0132 INWARD/OUTWARD WIND PERPENDICULAR TO RIDGE LEEWARD OR FLAT ROOF .70 .0071 OUTWARD WINDWARD ROOF 1.10 .0112 OUTWARD OR SLOPE 9:12 TO 12:12 .40 .0041 INWARD ROOF TOTAL .0112 WIND PARALLEL TO RIDGE AND FLAT ROOFS .70 .0071 OUTWARD ELEMENTS AND COMPONENTS DESCRIPTION Co o(KSF) DIRECTION WALL ELEMENTS ALL STRUCTURES 1.20 .0122 INWARD ENCLOSED STRUCTURES 1.10 .0112 OUTWARD OPEN STRUCTURES 1.60 .0163 OUTWARD PARAPETS 1.30 .0132 INWARD/OUTWARD ROOF ELEMENTS ENCLOSED. STRUCTURES SLOPE 9:12 TO 12:12 1.10 .0112 OUTWARD OR SLOPE 9:12 TO 12:12 .80 .0081 INWARD OPEN STRUCTURES SLOPE 9:12 TO 12:12 1.60 .0163 OUTWARD OR SLOPE 9:12 -TO 12:12 .80 .0081 INWARD LOCAL AREAS AT DISCONTINUITIES DESCRIPTION Ca e(KSF) DIRECTION WALL CORNERS 2.00 .0203 OUTWARD CANOPIES OR OVERHANGS AT EAVES OR RAKES 2.80 .0285 UPWARD ROOF RIDGES AT ENDS OF BUILDINGS OR EAVES AND ROOF EDGES AT BUILDING N N N H H H W W W xxx N N N 000 N O O N N N N N M`N afar Win VV I W1= .S`,DIio3) = 0081' TL I 16 15 22-141 SO SHEETS 22-142 100 SHEETS 22-144 200 SHEETS 7p w + LA O Ul n (11 N W I� �22-141 50 SHEETS , 22-142 100 SHEETS A-0 22-144 200 SHEETS t _(� V N� N -6 7's 4-1 Q- 41 N �: 22-141 50 SHEETS „ 22-142 100 SHEETS AMnAD Z2-144 200 SHEETS 0 22-141 50 SHEETS „ 22-142 100 SHEETS AMnAD Z2-144 200 SHEETS N G, s O1 �1 6N fi v N � x � o o� N LUW� ___ YIVI N O co v1 0 0 �N CNV vaa C4rri C4 CWC4 a W� A beck Sc��e- L,-, c,- eel •F 4 , `1 4- �- Y- 1 33) = G 3(a) . U�c V4' Y. 2," -,, Id n 22-141 SO SHEETS 22-142 100 SHEETS AMPAO 22-144 1 O CA c s � ,t C!� d � \ -P N G�l n 22-141 SO SHEETS 22-142 100 SHEETS AMPAO 22-144 200 SHEETS s � ,t C!� N ,t C!� -P 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS Ln I \A Ln I 2/20/97 r ACCORDING TO VER4EL/TELEPHONE, CLIFF JOHNSON Gid HIS PROPERTY BACK & WILL BE IN BY TIE END OF THIS MONTH TO OBTAIN PERMITS.] A.P#39-20-73 JUDY r Arizona Structural Group 4450 N. 12th St., Suite 238 Phoenix, AZ 85014 telephone: (602) 287-8720 fox: (602) 287-8737 14 0 - OMNI Block Calculations For: The Johnsen Residence Chico, California Arizona Structural Group Job No. 01109 . Client: Cliff Johnsen Table of Contents DesignCriteria ....................................................................................... DI -D3 Typical IMSI Wall Calculations w/Sdction ...................................................... 1-2 CMU Basement Wall Calculations w/Section ................................................... 3-5 IMSI Jamb & Column Calculations w/Details ............................................ : ..... 6-10 CMU Basement Lintel Calculations w/Section ................................................... 11 Powers Steel Lintel Schedules &.Details ......................................................... 12-16 Bearing Ledger Calculations ....................................................................... 17 IMSIICBG Report ....................... * ............................................................ 18-19 Alternate Steel Beam Calculations ................................................................ 20-25 Alternate Steel Column and Base plate Calculations ........................................... 26-27 Prepared By: Bruce E. Demaree, E.I.T. Reviewed By: \),oHSS/0 MID cc No. 2449 CO Arizona Structural Group 4450 N. 121h St., Suite 238 Phoenix, AZ 85014 telephone: (602) 287-8720 fax: (602) 287-8737 DESIGN CRITERIA "> • Project Name: Johnsen Residence. Job Number: 01109 Code ' Compliance with the 1997 Uniform Building Code with City Amendments. Loadings Live Loads Roof: psf 4/12 to less than 12/12 pitch, reducable for area ........................................... 16 Floor: psf Residential.................................. I....................... 40 Residential Balconies.......................................................... 60 Wind Loads P = Ce-Cq•gs-I Exposure B, Basic wind speed 75 mph Ce = Exposure B - 0-15 ft .......................... 0.62 Exposure B - 15-20 ft .......................... 0.67 Exposure B - 20-25 ft .......................... 0.72 Exposure B - 25-30 ft .......................... 0.76 Cq = (Projected area method) - Primary Frames - On verticle projected areas: Structures 40 ft or less .............. I........... 1.3 horizontal On horizontal projected areas ............ 0.7 upward - Wall Elements - Enclosed & unenclosed structures ............ 1.2 inward & outward (Value may be reduced to 0.9 for areas over 100 ft2) = 1.1 for 40ft2 qs = Basic wind speed 75 mph ........................ 14.5 I = Standard occupancy ......................... 1.00 P = 0.62*1.3*14.5*1 = 11.7 Seismic Loads 97 UBC V = (2.5*Ce*UR).W E=p*Eh+E„ Zone 3 •� Z = For zone 3 ....................................... 0.30 Job # 01109 05/22/2001 Page D 1 Design Criteria.docMEv 7-96 Job # 01109 05/22/2001 Page D 2 Design Criteria.doc/REv 7-96 Arizona Structural Group 4450 N. 121h St., Suite 238 Phoenix, AZ 85014 telephone: (602) 287-8720 fax: (602) 287-8737 Ce = For Z=.030 0.36 (Table 16-Q) {',! R = Bearing walls, masonry shear walls ......... 4,5 (Table 16-1) I = Standard occupancy ......................... 1.00 W = Total dead load p = 2 — 20/(r. 4Aa) 1.0 min. 1.5 max S = General Conditions ........................ 1.5 T = Ct-hn3i4 Ct = All other buildings ......................... 0.02 hn = Building height, in ft V = (2.5*.36*1/4.5)•W = 0.200-W Soil Loads SoilWeight................................................................................................. - 110 pcf Soil Equivalent Fluid Pressure (Lateral)........................................................ 30 pcf Dead Loads Tile Roof: psf • Concrete Tile.............................................................................................. 12 15/32 in. O.S.B............................................................................................... 1.8 R-30 insulation............................................................................................. 3.0 Mfg. wood trusses at 24 in. ox........................................................................ 1.5 1/2 in. gyp board ceiling................................................................................. 2.2 Mechanical, electrical, and plumbing.............................................................. 1.5 Miscellaneous allowance ................................................................................ 1.0 Total Roof Dead Load 23 Framed Floor: psf Carpetand pad.............................................................................................. 2.0 3/4 in. plywood sheathing............................................................................... 3.4 Dietrich Joist System at 16 in. ox.................................................................... 2.5 R-30 insulation............................................................................................... 3.0 1/2 in. gyp board ceiling................................................................................. 2.2 Mechanical, electrical, and plumbing.............................................................. 0.9 Miscellaneous allowance ................................................................................ 1.0 Total Floor Dead Load 15.0 Walls: Masonry psf 8 in. masonry concrete block (Solid Grouted) ............................................... 92 Total Wall Dead Load 92.0 Job # 01109 05/22/2001 Page D 2 Design Criteria.doc/REv 7-96 Arizona Structural Group 4450 N. 1211, St., Suite 238 Phoenix, AZ 85014 telephone: (602) 287-8720 fox: (602) 287-8737 Walls: Masonry (Omni Block) psf 8 in. masonry concrete block (Solid Grouted) ............................................... 52 Total Wall Dead Load 52.0 Walls: Interior Bearing psf (2) 1/2" gyp board sheets ................................................................................ 6.0 2X6's @ 16" o.c . ............................................................................................. 0.7 Miscellaneous allowance ................................................................................ 1.3 Total Wall Dead Load 8.0 Material Strengths Concrete: fc, psi Foundations, slabs 2500 Masonry: fin' psi fV psi Hollow concrete block units, ASTM C90, Grade N - Partial Grout. 1350 17 with Solid Grout 1500 17 Mortar: Type S Lumber: (1997 UBC — 97 NDS) Fb psi Fv psi E psi • Sawn: Doug Fir Larch No. 2, 2" to 4" thick 900 95 1.6e6 Doug Fir Larch Stud Grade 700 95 1.4e6 Doug Fir Larch No. 1, timbers 1350 85 1.6e6 Glulam: Doug Fir 24F -V8 2400 190 1.8e6 Plywood APA Rated Steel: Fy psi Rebar: ASTM A615, Grade 60 60,000 Bolts and Anchors: A307 or A36 Structural A36 36,000 Lt. Guage Structural 12,14 & 16 Ga. 50,000 18 & 20 Ga. 33,000 Soil: Allowable bearing Foudation Pressure psf (1'-6" Minimum foundation bearing below grade) General Case w\o Soils Report 1'-6" deep (Minimum Depth) 1000 2 ft. deep 1100 3 ft. deep 1300 ... etc ... Maximum 3000 Lateral Bearing (Passive Pressure) 150 psf/ft Coefficient of Friction (Applied to Dead Load) 0.35 Job # 01109 05/22/2001 Page D 3 Design Criteria.doc/REV 7-96 Arizona Structural Group 4450 N. 12th St. Suite 238, Phoenix, AZ 85014-6012 telephone: (602) 28778720 fax: (602) 287-8737 Standard,CMU or IMSI wall Wall ID 4f. x��M��� � Moment CSI�.='• Block.Type (imsi or cmu)R (IMSIN CSI roof 0.76 <1.0 OK Soil brg allowable (psf)n X15 0� CSI roof w/SSI no SSI Req'd .Wall height (ft)1QUO CSI floor SSI Req'd Parapet height (ft) 'r CSI floor w/SSI 0.79. <1.0 OK Ceiling height roof (ft) Ceiling height floor (ft) T 800 Eccentricity roof in DL + Wind CSI Eccentricity -floor (in) 425 gs�sh2`6 Width of block type (in) x Ce °� 6 fm 1;5OU , Cq` 12'° fs (psi) 20000. Ia11 d1 Ae (in A2) «4� P inward 16.0 Weight of wall (lb) >* 52 � Y P outward 14.3 Weight of parapet (lb)Moment c@ roof 115 � TFYO' d (in) .` Moment @ floor 1185 Fa 116 Calc'd fb TL 135 1/2 Fa 58 Calc'd fa TL 31 Fb 500 CSI 1.07 <1.33 OK 1/2:Fb 250' CSI w/SSI no SSI Req'd . Braced wall roof lu (ft) OU Braced wall floor lu (ft) 9 Moment CSI Governs Rebar size Spacing (in) Vert. Rebar Tryru'S a �48 f Vertical Steel Check Area of bar (in) „0 307 Calc'd fs TL (psi) 6871 np 0.066 25.8 =n Calc'd fs/fs <1 ok 0.34 <1.0 OK 2/jk 7.34 k 0.3032 j .0.8989 Horizontal Steel Check Roof DL above (plf) 360. Minimum horz. steel req'd .002*Ag-Asv or :0007 Ag Roof TL above (plo 6t)0 Rebar size • Spacing (in) Floor DL above (pif) 135 Horz. Rebar T R,47-5 Try Floor TL above (plf) 495.. Area of bar in) Min footing width (in) 16.00 Min. hor. stl check (If > .0007 ok) 0.000799 Calc'd fa TL 43.98 Asv 0.000799 Ledger Moment roof (lb in/ft) Hor..Steel Req'd (.002- Asv)*Ag 0.001201 "Ag Ledger Moment floor (lb in/ft) 2104 Ag (in ^2) 1632.00 Calc'd fb TL @ roof Req'd in^2 1.9593 Calc'd fb TL @ floor 206 Min. # of bars req'd 6.4 24119 /0 I ,r c ti Title : Johnson Residence Job # 01109 Dsgnr: BED Date: Description Scope r'.�l P- 50001 Restrained Retaining Wall Page 1 Description Basement wall Design Input General..... Soil Values..... Retained Height 8.00 ft Allow Soil Bearing 2,000.0 psf Active Fluid Pressure 55.00 pcf Ht Above Top Support 0.00 ft Design Active Pressure 55.00 pcf Dist. To Top Support 9.00 ft Passive Pressure 250.00 pcf Total Wall Height 9.00 ft Soil Density 110.00 pcf Slope Behind Wall 0.00 : 1 Height of Soil over Toe 4.00 in Loads Added Lateral Load on Stem Axial Load Applied to Top Stem... Lateral Load 0.0 #/ft Axial Dead Load 1,105.0 lbs ...Height to Top 0.00 ft Axial Live Loa 680.0 lbs ...Height to Bottom 0.00 ft Axial Load Ecc 0.0 in Summary Soil Loading Results... Footing & Key Sizes.... Total Bearing Load 3,988.63 lbs Toe Width 1.17 ft Key Dist. 0.00ft ...resultant ecc. 1.62 in Heel Width 1.83 ft Key Width 0.00 in Soil Pressure @ Toe 1,687.7 psf Ftg Thickness 12.00 in Key Depth 0.00 in Soil Pressure @ Heel 971.4 psf Footing Results... Allowable Soil Pressure 2,000.0 psf Factored Press @ Toe 2,449.0 psf Soil Pressure OK Factored Press @ Heel 1,409.7 psf Stability Ratios... Mu:Design @ Toe 1,404.9 ft-# OTM Ratio 4.765 : 1.00 Mu:Design @ Heel 69.0 ft-# Overturning >= 1.50 One -Way Footing Shears: Sliding Ratio Slab Resists Sliding: 1.00 Shear @ Toe 8.864 psi Sliding >= 1.5 OK Shear @ Heel 0.177 psi Allow. Footing Shear 93.113 psi Ftg Shear OK Masonry Stem Design Thickness 8.00 in fm 1,500 psi. Medium Weight Wall Weight 78.0 pcf Fs 24,000 psi Solid Grouted Short Term 1.000 Em = fm * 750.0 Inspection Req'd Maximum Moment occurs at 3.65 ft above footing Top .8*Ht .6*Ht A*Ht .2*Ht Bottom Distance above footing 9.00 ft 7.20 ft 5.40 ft 3.60 ft 1.80 ft 0.00 ft Bar Size 6 6 6 6 6 6 ....Spacing 16.00 in 16.00 in 16.00 in 16.00 in 16.00 in 16.00 in ....Location Edge Edge Edge Edge Edge Edge ....Rebar dept 5.25 in 5.25 in 5.25 in 5.25 in 5.25 in 5.25 in Stress Ratio 0.068 0.460 0.798 0.941 0.751 0.094 Ok Ok Ok Ok Ok Ok Stress Ratio is maximum of ffa/Fa + tb/Fb -or- fv/Fv) Moment.... Actual 0.0 ft-# 919.4 ft-# 1,708.8 ft-# 2,035.1 ft-# 1,573.6 ft-# 0.0 ft-# Moment..... Allowable 2,374.3 ft-# 2,374.3 ft-# 2,374.3 ft-# 2,374.3 ft-# 2,374.3 ft-# 2,374.3 ft-# Shear..... Actual 5.7 psi 5.5,psi 3.7 psi 0.1 psi 5.8 psi 13.5 psi Shear..... Allowable 38.7 psi 38.7 psi 38.7 psi 38.7 psi 38.7 psi 38.7 psi (c) 1983-98 ENERCALC D:WSG 2001 \01 109 Johnson Johnson\01109.ECW:C KW -0602048, Ver 5.0.6, 15 -Jul -1998, Win32 r2 • • Title : Johnson Residence Job # 01109 Dsgnr: BED Date: Description Scope: P, 506001 Restrained Retaining Wall tx'y Page 2 Description Basement wall Footing Shear @ Top of Footing Moment @ TOF from Stem Fixity Footing Dimensions... Item... Toe Heel Toe Width 1.17ft Soil Pressure, unfactored 1,687.7 971.4 psf Heel Width 1.83ft ...Allowable 2,000.0 2,000.0 psf ....Total Width 3.00ft ACI Factored Soil Press 1,687.7 971.4 psf Footing Thickness 12.00 in . Mu': Upward Loads ' 1,583.8 1,044.8 ft-# Min As % 0.0014 Mu': Downward Loads 178.9 975.8 ft-# fc 3,000 psi Mu : Used For Design 1,404:9 69.0 ft-# Fy 60,000 psi Actual 1 -Way Shear 8.9• 0.2 psi Bar Cover In Heel 3.25 in Allow 1 -Way Shear 93.113 93.11 psi In Toe 3.25 in 1.50 ft -2,683.5 ft-# Toe Rebar Selections... #4 @ 16.3in, #5 @ 25.3in, #6 @ 35.9in, #7 @ 48.Oin, #8 @ 48.Oin, #9 @ 48.Oin Heel Rebar Selections ... #4 @ 16.3in, #5 @ 25.3in, #6 @ 35.9in, #7 @ 48.Oin, #8 @ 48.Oin, #9 @ 48.Oin Sliding lbs ft Summary of Sliding Forces... Key Dimensions... 3,988.6 lbs Lateral Pressure @ Base of Footing 0.0 lbs Key Depth 0.00 in less Passive Pressure Force 0.0 lbs Key Width 0.00 in less Friction Force 0.0 lbs Key Distance from Toe 0.00 ft Added Resisting Force Required 0.0 lbs Soil over toe to neglect for SlidingFactor of Safety Slab Y Resists : 1.00 passive pressure calcs 0.00 in Slab Resists Sliding Footing/Soil Friction Factor 0.350 Restraint Req'd @ Top Support 521.4 lbs Resisting Moment Summary Force Item... Vertical Lateral Distance Moment (c) 1983-98 ENERCALC D:\ASG 2001 \01 109 Johnson Johnson\01 109. ECW:C KW -0602048, Ver 5.0.6, 15 -Jul -1998, Win32 Shear @ Top of Footing Moment @ TOF from Stem Fixity 1,235.50 lbs 1.00 ft 1,235.5 ft-# ft-# Active Press. @ Heel Side 467.50 lbs 0.49 ft 229.2 ft-# Active Press. @ Toe Side -45.83 lbs 0.40 ft -18.3 ft-# Soil Wt. over Heel -1023.73 lbs 2.42 It -2,475.7 ft-# Surcharge over Heel lbs ft fta# Footing Weight -435.00 lbs 1.50 ft -652.5 ft-# Stem Weight -702.00 lbs 1.50 ft -1,055.3 ft-# Applied Axial Load @ Stem -1785.00 lbs 1.50 ft -2,683.5 ft-# Soil Wt. over Toe -42.90 lbs 0.59 ft -25.1 ft-# Surcharge Load @ Toe lbs ft ft-# Totals 3,988.6 lbs -5,445.8 ft-# Overturning Stability Ratio : 4.77: 1 (c) 1983-98 ENERCALC D:\ASG 2001 \01 109 Johnson Johnson\01 109. ECW:C KW -0602048, Ver 5.0.6, 15 -Jul -1998, Win32 0 • I - '!..,r.--..� I Is— r, Top Lateral Support 8." Mas w/ #6'@ 16. in o c Solid Grout, Spc In A." 1'-0." T. .4. t4or .4. :<•::•:;:•: .::h;::.. ..............3.1.4." - - - - - - - - ----- Y-0. Is— r, Arizona Structural. Group 4450 N. 12th St. Suite 238, Phoenix, AZ 85014-6012 telephone: (602)•287.-8720 fax: (602) 287-8737 :;-_;,: Standard CMU or IMSI Column ff� _ Column ID C1 Moment PSI Block Type (imsi or cmu) wIMS CSI roof ;,.0.,19 <1.0 OK Soil br g allowable (psf)w � 15'00 "''"" CSI roof w/SSI no SSI Req'd Column height (ft) 7; 00 .. - CSI floor <1.0 OK Column width (ft) CSI floor w/SSI Trib area acting on Column (ft) w`, 11 67' Parapet height (ft) { Ceiling height roof (ft) ' 800 DL + Wind CSI Ceiling height floor (ft) cls � •, Eccentricity roof (in) �, ... Ce072.` Eccentricity floor (in) Cq Width of block type (in) 8000. I w�;1 fm 1z5f00; `' P inward 12.5 fs (psi) 20000 P outward 12.8 Ae (Ib/ft) 45 Worst case total wind moment (ft/lb) 837 Weight of wall (Ib) `65 ' Calc'd fb.TL 147 Weight of parapet (lb) a _ Total P 703 d (in) 4 000 CMc'd fa TL 3 Fa 148 CSI (adjusted for load duration) 0.63 <1.33 OK 1/2 Fa 74 CSI w/SSI. no SSI Req'd Fb 500 1/2 Fb 250 DL + Wind CSI Governs Braced wall roof lu (ft) 8x00 Braced wall floor lu (ft) Vertical Steel Check Rebar size # of bars Calc'd fs TL (psi) 126 Vert. Rebar Try frr 5 t - 2 Calc'd fs/fs <1 ok 0.01 okay Area of bar (in) n 25W8.. p 0.0024 Horizontal Steel Check np 0.0619 Minimum horz. steel req'd .002•Ag-Asv k 0.2953 Rebar size Spacing (in) 2/jk 7.51 Horz. Rebar Try#548�x j 0.9016 Area of bar (in) 0307 Roof DL above (plf) , . 9fi'" If > .0007 ok 0.000799 Roof TL above (plf) Hor. 0.001201 'Ag Floor DL above (plf) yT Ag (in^2) 672 Floor TL above (pif) Req'd in^2 0.80675 Min footing area -(ft^2) 16.00 Min. # of bars req'd 2.6 Calc'd fa TL 13.67. AA 1 Ledger Moment roof (lb in/ft) �� S Ledger Moment floor (Ib in/ft) 010 k, Calc'd fb TL @ roof 6N `'Y��► • Arizona Structural Group 4450 N. 12th St. Suite 238, Phoenix, AZ 85014-6012 telephone: (602) 287-8720 fax: (602) 287-8737 Standard CMU or IMSI Column f Column ID 2 "Y -a,; Moment -psi Block Type (imsi or cmu) �X NISI CSI roof 019 <1.0 OK Soil brg allowable (psf)` 1SOOs' :„ CSI roofw/SSI no SSI Req'd Column height (ft) ,-.'700 " CSI floor <1.0 OK Column width (ft) _ Trib 13 - ` CSI floor w/SSI area acting on Column (ft) Parapet height (ft) Ceiling height roof (ft) �< 00 :,, - . DL + Wind CSI Ceiling height floor (ft)�.. Eccentricity' roof (n) gs�143 Ce, �. rQ 2 Eccentricity floor (in) �s, Cq1 Width of block type (in) fm P inward 12.5 fs (psi) 20000 P outward 12.8 Ae (Ib/ft) _u45 `` Worst case total wind moment (ft/lb) 458 Weight of wall (lb) .., 65 b Calc'd fb TL 127 Weight of parapet (lb) ' " Total P - 399 d (in) < _4 000_ =: Calc'd fa TL 3 Fa 148 CSI (adjusted for load duration) 0.55 <1.33 OK 1/2 Fa 74 CSI w/SSI no SSI Req'd Fb 500 1/2 Fb 250 Braced wall roof lu (ft)�.��8 DL + Wind CSI Governs Braced wall. floor lu (ft) � Vertical Steel Check Rebar size # of bars Calc'd fs TL (psi) 71 Vert. Rebar Try" 5,��2 �' Calc'd fs/fs <1 ok 0.00 okay Area of bar (in) , ' 0 N, n 258 p 0.0048 Horizontal Steel Check np 0.1238 Minimum horz. steel req'd ..002*Ag-Asv k 0.3889 Rebar size Spacing (in) 2/jk 5.91 Horz. Rebar Try j 0.8704 Area of bar (n) X0 30 Roof DL above (plf) 96 , n If > .0007 ok 0:000799 Roof TL above (plo 60 Hor. 0.001201 `Ag Floor DL above (plf) " ' Ag (in^2) 672 Floor TL above (plf) Req'd in^2 0.80675` Min footing area (ft^2) 16.00 Min. # of bars req'd 2.6 Calc'd fa TL Ledger Moment roof (Ib in/ft) . 13.67 1 ' �!>t C� 4 ®� Ledger Moment floor (lb in/ft) !`,' Calc'd fb TL @ roof 4 �r -ter Q� + 1 Arizona Structural Group 4450 N. 12th St. Suite 238, Phoenix, AZ 85014-6012 telephone: (602) 287;8720 fax: (602) 287-8737 ,? Standard CMU or IMSI Column Column ID C3 � k ' Moment COSI Block Type (imsi or cmu) IMSI CSI roof •0.31 <1.0 OK Soil brg allowable (psf) X50® CSI roof w/SSI no SSI Req'd Column -height (ft) �7�U0�� - CSI floor < 1.0 OK Column width {ft) 133. ' CSI floor w/SSI Trib area acting on Column (ft) , 733 Parapet height (ft) Ceiling height roof (ft)800 DL + Wind CSI Ceiling height floor (ft) qsy 1,4Sx Eccentricity roof (in) ,� �-��� �� Ce Eccentricity floor (n) Cq 1 2 Width of block type (n) p 8000 I x Tm h 10500 `` P inward 12.5 fs (psi) 20000 P outward 12.8 Ae (Ib/ft) '45 Worst case total wind moment (ft/lb) 575 Weight of wall (Ib) 65 Calc'd fb TL 159 Weight of parapet (lb) � � � °3'� _ Total P 639 d (in) , 4000x Calc'd fa TL 5 Fa 148 CSI (adjusted for load duration) 0.70 <1.33 OK 1/2 Fa 74 CSI w/SSI no SSI Req'd Fb 500 .1/2 Fb 250 • Braced wall roof lu (ft) DL + Wind CSI Governs Braced wall floor lu (ft) f. - Vertical Steel Check Rebar size # of bars Calc'd fs TL (psi) 90 Vert. Rebar Try Calc'd fs/fs <1 ok . 0.00 okay Area of bar in " 03'07T n p 0.0048 Horizontal Steel Check np 0:1238 Minimum horz. steel req'd .002*Ag-Asv k 0.3889 Rebar size Spacing (in) 2/jk 5.91 Horz. Rebar Try 5 x:..48 j 0.8704 Area of bar (n) Roof DL above (plf) 336 ° ' If > .0007 ok 0.000799 Roof TL above (plf) 560 -Hor. 0.001201 *Ag Floor DL above (plf) �: Ag (in^2) 672 Floor TL above (plf) -,:.3 Req'd in^2 0.80675 Min footing area (ft^2) 16.00 Min. # of bars req'd 2.6 ' Calc'd fa TL 22.56 Ledger Moment roof (lb in/ft) Ledger Moment floor (lb in/ft) Calc'd fb TL @ roof II 4' 4- 16" 24_ , 32" 4C" 4T- 56" 4" 4- 0 1 Blk IN CELL NOTE: STUB STACK VERTICAL WASTE PLACEMENT A MINIMUM OF 48" F' ra ABOVE FINISH FLOOR c0 © WASTE or VENT PLACEMENT - STANDARD WALL - `OMNI' SYSTEM d") N - CENTER'D `' z IN CELL STANDARD REBAR PLACEMENT: ( w/ Options w 1 � 0 V) a 8" 8' Module 8� `o J J W of Blk U z N -CENTER'D IN CELL Z v *.S- REBAR PLACEMENT: WINDOW OPENINGS Less Than 6'-0" v W 12" 8' Module 12" g U O Z W d Of W a CENTER'D CENTER'D J CENTER'D J IN CELL IN CELL IN CELL ` �, REBAR PLACEMENT: WINDOW OPENINGS 6'-0" o GGREATER a W m 4" 8' Module 4" o 0 w � � O Z N Q H d -CENTER'D IN CELL CENTER'D, IN CELL 4 CENTER'D IN CELL W U 1^� a REBAR PLACEMENT: ALL DOOR OPENINGS Q REBAR PLACEMENT - STANDARD WALL - `OMNI' SYSTEM © :2 En- m C-) ANY ODD FOOT: (1'. 3'. 5'-. w W ANY ODD Ft + 8": (3'-8". 5'-8" ANY EVEN Ft + 4": (2'-4". 4'-4" ... m v zo z w m r --y o q w U 0 CE Block a v W W v 0e ED o o p ZI (17Ob^A o A m z C,o. � . CENTER'D 93A o IN CELL NOTE: STUB STACK VERTICAL WASTE PLACEMENT A MINIMUM OF 48" F' ra ABOVE FINISH FLOOR c0 © WASTE or VENT PLACEMENT - STANDARD WALL - `OMNI' SYSTEM d") OMNI BLOCK, INC. copyright © leve Scottsdale, Arizona (602) 881-9009 8" f) STANDARD DESIGN DETAILS Omni Block/101 ICBO /4997 JOB SPECIFICATIONS Omni Block Engineering Summary Sheet Grade of Steel: 40 Grout: 2000 psi Mortar: Type S Figure A Figure B Z 0 Figure C Figure D w w Z E O Z W # - # Z a Figure E Figure F _J Q -I -I J J Q # O # Figure G Figure H a0 Notes: Unless Noted Otherwise: All CMU are `OMNI" System LEND CMU MEMBRANE FOAM 0 N �I GROUT z 4-' I i I :..:y.Tr_ . On s ©l? �k= C vvr�� � .G2��C� • 1�-4.7 < : �o 4 Is rL -74 ,gas zo5 AAI CKA . •Arizona Struc roup 4450 N. 12th St. Suite 238, P AZ 85014-6012 ' telephone: (602) 287-8720 tax: (602) 287-8737 '. Lintels Label Span ft Width in Rf Ld Ib Fir Ld Ib Wall Ld Ib Msry Wt (lb) Add Wt Ib _ Total Ld Ib < Design allow Reaction Ftg Req'd (ftA2) SSI Req'd4 Use Shear Chk Stirrups L1 - 6.00 6.00 220 160ROWN 9191",11,0 OMP7.NQ , W� - PS • 6 - �16 1 M13.5.1 ;, No Reinf R e q'd L2 6.00 6.00 - 980 Equiv. Wt. ^- 160 '. -" 11#4U" '" 2285 �: vaxc•- .. 3420 228 PS. .6s o' - 16 M.g0s52• Y PS Stirrups Recid L3 8.00 6:00 740 160 "900 �I 1433 360 _�: 240 ".a _ " _e's � 6s - 16 =;421651 _ < PS Stinu R d L4 10.00 6:00 120 160 280 551 1400 > -.. 0 93� tdo, , .: P„S' 6 - 16 MARIM. : , No Reinf R 'd L5 3.33 6.00 520 _ 160 0 .. 1655 1�ti33; D7b MNo PS 6 - 16 1343 No Reinf Re 'd L6 8.00 6:00 820 160 X780 1433. 31� 2.08 Yes 1?S 6s 163697 ��� PS Stirrups Re d L7 3:33 6.00 2455 E uiv. Wt. 160 r;2 5 4116 9§4358 2.9, \ Yes PS: 6s - 16 PS StirrupsR d L8 16.00 6.00 160 160 - . K33 358 D 2560 ; Jz7A " Y' ,,PS 6s - 16 3 .. PS Stirrups Recid L9 9.33 6.00 180 160 "3'4t) 591 11587 1 06, Y P3, IM , . No Reinf Re 'd. 6 , 16 MI L10 5.33 6.00 180 60 416 160 m8]:6. 1621. 21776: '1.95No PS - 6. 24 1r7 05 No Reinf R 'd. L11 6.00 6.00 720 416 160 1 6.. 3485 688 2.59 : - e :. ?No 'PS 6s ;- 24 30::-47 PS Stirru R d L12 ` 6.00 6:00 120 830-416--- 160 v 1526. 3485 - 457. 305 No « . S 6s .- 24 .3588 k PS Stinu , R d L13 8.00. 6.00 120 830 416 - 160'",_,•ix 26 2613 tiY 6,t:t)_4 1� 4,0'„ '� �9,:6s 24 �,"475�.PSStirru�Re d 04 6:00 6.00 700 360 416. 160 " 1,636 26134908 W-WIM, iaY,es, PS; :6s. 24 3845 PS Stirrups R d L15 8.00 6.00 160 416 160 , .6 1080 A 44 y1 96" ��Yes PS' 6 - 24 INT070 No Reinf R 'd L16. -1 6.00 6.00 240 330 416 160-a 146 1440 . .M S '' r 229= es . .S 6, = 24MM-04r,, No Reinf R 'd ► molaw .. PS am a MiLm MOM Pjfl PS FAWN= OMMINVOMMM RRUM11 MR m lam ml* N fQRS F .. "� P§- 4 _4� 0 of 2 POWERS STEEL LINTEL NOTES 1. PRODUCT. NAME POWERS STEEL. LINTELS (PATENT.. NO. 4757656;' SBCCI PST k ESI 93-132) PREFORMED POWERS STEEL LINTEL SHALL BE GALVANIZED COIL STEEL. AS MANUFACTURED ' ' BY POWERS STEEL AND WIRE'PRODUCTS, INC. STEEL GRADE SHALL BE. ASTM .'A570 %GRADE_-'-' C Fy .. 40 kal. MINIMUM. 2. SHORE LINTELS AS REQUIRED TO COMPENSATE FOR DEAD LOAD DEFLECTION ON NON -CURED MASONRY.. ' 3. LINTELS TO. BE USED WITH BRICK OR CONCRETE MASONRY UNITS HAVING A MINIMUM fm AS SHOWN., 4. STEEL SURFACES IN CONTACT WITH GROUT AND/OR MORTAR SHALL BE UNPAINTED AND FREE OF MATERIAL THAT MIGHT INHIBIT BOND, 5. BEARING EACH END SHALL BE 4". PLUS OR MINUS 1. BEARING SHALL BE ON :A MINIMUM 8" DEEP' GROUTED CELL 6. f m: 1500 pal. MASONRY UNITS SHALL CONFORM TO ASTM C90, GRADE N. USE OPEN END MASONRY UNITS AT LINTELS TO ALLOW SOLID GROUTING. - 7. GROUT ' 2,000 pal. SLUMP RANGE. 8' TO 11% GROUT SHALL COMPLY WITH ASTM C476—.83: AND BE EITHER COARSE OR FINE GROUT. GROUT SHALL BE CONSOLIDATED BY MECHANICAL .VIBRATION DURING PLACING BEFORE LOSS OF PLASTICITY INA MANNER TO FILL THE GROUT SPACE. GROUT POURS GREATER THAN 12 INCHES SHALL BE RECONSOLIDATED BY MECHANICAL VIBRATION TO MINIMIZE VOIDS DUE TO WATER LOSS. GROUT POURS 12 INCHES OR LESS IN HEIGHT SHALL BE MECHANICALLY VIBRATED. OR PUDDLED. 8. MORTAR: Tl•PE "S" OR TYPE "M" 1800 _ pal. 9. TOP REINFORCING. OR TOP OF WALL REINFORCING, IS REQUIRED BY CODES TO PROVIDE .� A CONTINUOUS TIE AROUND A STRUCTURE AND T0. PROVIDE FOR UPLIFT RESISTANCE AT LINTELS: TOP REINFORCING 1S. NOT. REQUIRED AND IS • NOT PART OF THE- POWERS STEEL LINTELS. (EXCEPT THAT A REINFORCING - BAR IS REQUIRED AT THE TOP OF THE STEEL STIRRUPS) SIZING OF TOP REINFORCING IS THE. RESPONSIBILITY OF THE BUILDING l.. ARCHITECT':OR ENGINEER. <\�S 10. ATTACHMENTS TO TOP OF WALL PER ARCHITECTURAL AND/OR ENGINEERING DRAWINGS. 11. MASONRY WALL MAY OCCUR ABOVE COMPOSITE LINTEL HEIGHT 1245 REINFORCING BAR (GRADE 40) TO -BEAR ON BOTTOM ;.: STEEL LINTEL AS SHOWN AND TO BE THE SAME LENGTH AS LINTEL NOTE f5 ONLY REQUIRED. AT LINTELS WHERE SPECIFICALLY NOTED. 13. STEEL STIRRUPS SHALL BE 5/16" DIA. SMOOTH ROD CONFORMING TO ASTM A82 1 1/2" TO 2" Fy — 60 KSI MIN. STIRRUP,.PLACEME NT AND FABRICATION SHALL BE AS FOLLOWS (NOTE -STIRRUPS ARE REQUIRED ONLY AT LINTELS THAT SPECIFY STEEL. STIRRUPS 3. ARE REQUIRED): MIN 12" DEEP LINTEL - 11 STIRRUPS AT 4" O.C. EACH END (22 TOTAL STIRRUPS). UNTIL. 16" do DEEPER LINTELS — 8 STIRRUPS AT 8" O.C. EACH END (12 TOTAL STIRRUPS). HEIGHT MINUS 2" STIRRUPS SHALL BE 1 11Z CLEAR FROM TOP .OF GROUTED LINTEL AN ACCEPTABLE ALTERNATE °TO� ' E . STIRRUP SHOWN IS 2 STIRRUPS -2 1/2* x LINTEL' HEIGHT MINUS 2" x 2 1/2' ( J,TO REPLACE ONE OF THE STIRRUPS SHOWN. r 14. INSTALLATION: POWERS LINTELS ARE TO BE INSTALLED IN ACCORDANCE WITH STANDARD I: CONSTRUCTION PRACTICES. SEf ' T0- PROPER LINE AND LEVEL. PLUMB - AND TRUE; AND IN CORRECT RELATION TO.: OTHER WORK.:: 15. STRUCTURk. ENGINEER FOR THESE' LINTELyS IS:. 225" ' 225" CARUSO' TUkLEY SCOTT INC. 2702 N. 44th Slroet Suite 200 .25" Phoenix. Arizona 85008' o Phone N,o. (601)'.912-9120 Fox (602). 91249390 Paul G. Scott P.E. IF AN INSPECTOR. CONTRACTOR. SUBCONTRACTOR. OR •5" 1" 4.75" AT 6" MAS. PLANS EXAMINER HAS ANY ECHNICAL QUESTIONS 6.75" AT 8" MAS. PLEASE CALL CARUSO. TURLEY SCOTT -INC. 16. SPECIAL INSPECTION IS REQUIRED FOR GROUT PLACEMENT OF -16 GAGE (.060" THICK). THESE UNTELS: IF NO SPECIAL INSPECTION. IS PROVIDED THE ALLOWABLE ;LOADS. SHALL. BE ONE HALF OF THOSE SHOWN. IN THE TABLE STEEL LINTELS --FILE: PHX MKT '96 PAGE: PDS1 4-9=96. NO SCALE I C2)4 (2)4' (2)4 (2)4' 1 PSS 16" () PS8 16"W#5 (1) PS8s 16" (1) PS8s-16" I It # @ rti A I Ar1l r [-f ^-Mf%k1[` nU IL: UN ILL nLlbn IJ rnn l I AND SCHEDULES: POWERS STEEL PRODUCTS LINTELS—�-. POWERS STEEL (LINTEL DESIGNATION) NOMINAL WALL THICKNESS. SHEAR STIRRUPS (NOTE — SHEAR STIRRUPS NOT REQUIRED WHERE S IS NOT SHOWN).' �—INDICATES HEIGHT OF GROU'i PS8s — 16" W/ #5 (11) C �5 BOTTOM REINFORCING WHEN CALLED OUT — SEE NOTE 12. J ' �/�' :x;114• r HEIGHT' OF COMPOSITE LINTEL'.VARIES — SEE r C. PLAN. AND SCHEDULES.. USE BOND `BEAM BLOCK • carr- AT BOTTOM COURSE TO .. •y.'— GO OVER POWERS. STEEL LINTEL' AND BOND BEAM (� BLOCK :AT HORIZONTAL REINFORCING- BAR AS 000 OCCURS. Xt(1) (13) (1 2) POWERS STEEL. LINTELS DETAILS (12) (1) FILE: PHX MKT '96 PAGE: POS2 4 9 96 . • POWERS STEEL PRODUCTS LINT + PS6 LINTELS � � 444 ' WSFECTION IS REQUIRED FOR GROUT PLACEUMT OF LINTEL LOAD TABLE (IN • POUNDS PER LINEAL FOOT) THESE LINTELS,. IF NO SPECIAL. WSPECTION IS PROVIDED THE ALLOWAKE LOADS SHALL BE. ONE HALF OF THOSE SHOMM DEAD LOAD PLUS LIVE LOAD W THE TABLE.' SPAN PS6-8' PS8-12' -12' PS8-16' -160. PS8-20' S8-20' ' PS8-24' S8-24' PS8-32' -32' PS8�40' S8 -4e P58-48' -48' SPAN W/15 W/15 W/0 W/15:.: W/15 W/o W/15 2'-0' 1242 1990 1948, . 2758. '' 2699 35 +4. 5483 4320. :..4237:: _:_ 591Q...:...:.580.4.......751,6. : -: 7392. - - 9139.-• 8993 2-... .'-0'•.- 2'=8'` '930' • 1491" 1459' "' 2064' _ "' 2022' 2647_.. 2594 3238 3173 . 44 1 27 4348 5831 '5537 6845 6738 7-8' 3'-4'. 746 1195 1170 1655 1621 2122 2080 2594 2544: _ 355 0 3488 4515 4439 5489 5401 V-4- 4#-0' 621 995. 974 13781&50. 1767 1732 2160 2118•. 2955 2902 3759 3696 4569 4497 4'-0' 4'-�. `.i2 852 834 1180• 1156 1483 1513 1850 1814 2531 2486 3220 3166 3914 3851 4'-8' 5'-4' 486 747 731 1034 1013 1326 1299 1621 1590 2218 2178 2821 2774 3429 3374 V-4- 6'-0* 414 663 649 _ 919 900 1178 1154 1440. • 1412 1970 1935 2506 2464 3048 ' 2998 6'-0' 6'-8' 372 597 584 828 809 1060 1038 1295 1270 1772 1740 2254 221a 2740 2697 6'-8' 7'-4' 339 543 531 752 738 984.. 945 1179 1158 1513 ;584 2051 2017 2493 2454 7-4' E -0' 8'-8' 310 498• 487 689 675 883 666 1080 1059 1478 1451 1880 1848 2285 2246 8'-0' 9'-4' 2°v 459 449 636 623 815 •799 998 977 1363 1339 '1734 1705 2108 2075 8'-8' 266 427 417 591 579 757 742 926 908 1267 1244 1612 1584 1959 1928 9'-4' 10'-0' 245 398 390 551 540 707 693 864 847 1182 1161 1504 1478 1828• 1799 10'-0' tO'-8' 215 373 365 .517 506 662 649 810 794 1108 1088 1409 1385 1713 1886 10'-8' 351 344. 486 476 624 611 762 748 1043 1025 1327 1305 1613 1587 11'-4' 12'-0' 332 325 459, 450 589 577 720 706 985 967 '1253 .:1232 .1523 4499 12'-0' 314 307 435 426 558 547 682 669 933 916 1187 1187 1443 1420 12'-8' 299 292 414 405 530 520 648 636 887 871 1128 1109 1371 1349 13'-4'\ 14'-0' 14'-8' 275 278 394 386 505 495 617 605 744 829 1074 1056. 1106 1285 14'-0' 15'-4' 250 266 376 368 482 472 589 578 806 791 1025 1006 1246 1226 14--B- 229 245 360 352 461 452 564 553 771 757 981 964 1192 1173 15'-4' 16'-0' 210 225 345' 337 442. 433 540 530 739 726 940 924 1142 1124 16'-0' 207 330 324 424 415 518• 508, 709 696 902 887 1096 1079 16'-8' 305 311' 408 400 498 489 682' 670 868 853 1055 1038 17-4' 283 300 393 385 460 471 657 645 835 821 1015 999 18'=0' 263 284 379 371 463 454 633 622 805 792 979 963 18'-8' 19'-4' 246 265 368 358 447 438 611 601 778 765. 946 930 19'-4' 20'-0 229 247• 343 346 432 424 591 580. 752 739 914 899 20'—O' 20'-8' 215 232 321 335 418 410 572 562 727 715 864 870 20'-8' 21'-4.' 202 218 302 325 405 397 554 544 705 693 857 843 21'-4' 2.2'-0. 22;-8: ss na/F ' 205 284 •308 392 385 537 52B 663 672 831 818 22'-0' -4 Quo ; 267 290 369 374 521 512 663 652 806 793 22'-- a „ 252 274 348 363 507 498 644 634' 783: 771 23'-4' 24-0* 238 259 329 353 493 484 627• 616 762 749 24-0~ 24'-B* c 14!27 226 245 312 340 479 471 609 599 741 729 25'-4' AUC 214 232 296 322 467 458 594--* 584 722 ` 710"'': 25'-4'.i 26'-0' 26'-B* Vis, rT' `171 ��: ` 203 220 209 280 267 306 291 455 448 578 569 703 692 h -0c"! ` 27'-4' 440 435 564 S54 685 674 26'-6. •��! q . ..• 254 277 419 425 550 541 669 658 27-4' �,-8, ; p,. 242 264 399 415 .537 528 653 642 28'-O' 29-4- - 231 252 380 405 524• 516 637 627 2B'-8' 220 240 364 396 513 504• 623 1613 29-4' �-0. 211 230 . 347 382 501 493' 609 1 600 30'-0' POWERSSTEEL PRODUCTS LI + PS6s LINTELS FLE' PFD( WT '96 +. PAGE: PDS4 44-96 INSPECTION IS REQUIRED FOR GROUT PROVIDENT E THESE Lwnzs. IF NO. SPECIAL WSPECna4 IS PROVIDED THE LINTEL LOAD TABLE (IN POUNDS -PER LINEAL FOOT) -mESE ALLOWABLE LOADS SHALL BE .ONE HALF OF THOSE SHOVM DEAD LOAD PLUS LIVE LOAD IN THE TABLE. SPAN P56a-8' PS6a-12' Ma-t2'PS6a-16' FSU -16' PSBa-20' PS6r20' p$8a-24' PS63-24' PS6a-32' PS6r-32' PS6a-40' PSBa-40' PS6a-48' PS6a-48' SPAN W/15 w/0 W/05 W/l5 W/J5 W/15 W/i5 2'-0' 3333 5350 5350 8854 6854 8854 665410454 10454 14054 14054 17550 17550 17550 17550 2'-0' 2'-8' 2500 4007 4007 5134 5134 8482 6482 7830 7830 10527 10527 13148 13148 13146 13148 2'-8' 3'=4' 2005 3213 3213 4118. 4116 5197 5197 6278 6278 8441 8441 10541 10541 10541 10541 3'-4' 4'-0' 1533• 2675 2875 3427 3427 4327 4327 5227 5227 7027 7027 8775 8775 8775 8775 4'-d- 41-8- 1125 2291' 2291. 2935 2935 3706 3706 4477 44?T 6019 8019 7516 7516 .7518 7516 4'-8' 5'-1* :•r_ 1894 2008 '2572 2572 3247 3247 '3923 3923 5273 5273 6585 8585 6585 6585 5'-4' 6'-0' 681 1495 1599 2285' 2285 2885 ' 2885 3485 3485 4685. 4885 5850 5850 5850 5850 .8'-0' 6'-8' 551 1210 1294 2055 2055 2595 2595 3134' 3134 4214 4214 j 5282 5282 5262 5262 6'-8' 7'-4' 457 1002 1072 1707 1842 2361 2381 .2852 2852 3835 3835 4789 4789 4789 4789 7-4' 8'-0' 383 841 900 1433 1547 2145 2163 2813 2813 3513 3513 4388 4388 .4388 4388 8'-0' 8'-8' 325 716 766 1317 1826 . 1982 2411 2411 3242 3242 4048. 4048 4048 4048 .8'-8' 9'-4' 282 618 661' .1.220. .1054 1137 1577. 1712 2178 2241 3013 3013 3762 3762 3762 3762 9'-4' 10'-0' 245 538 578 ' 917 990 1373 1490 1896 2068 2811 2811 3510 3510 3510 351'0 10'-0' to' -8' 215 473 506. 806 .869 1206 1309' 1665 1817 2634 2834 3290 3290 3290 3290 10'-8' 11'-4'-419 449 715 771 1069 1161 1477 1611 2436 2481 3098 3098 3098 _' 3098, ll' -4' 12'-0' 374 400 637 .687 953 1035 1317 1436 2172 2342 2925 2925 2925 .2925 .: 12'-0' 12'•-S' 335 359 571 617 855 928 1181 1288 1948 2140 2770 2770 2770 2770• 12'-8' 13' 4' 303 324 .516 557 772 .839 1067 1164 1760 1934. 2576 2633 2633 2633 13'-4' 14'-0' _ 275 '294 468 505 700 760 967 1055 1595 1753 2336 2507 2507 2507 14'-0' 14'-8'. 250 268 426 460 638 692 881 961 1453 1596 2127 2349 2393 2393 14'-8' 229 245 390 421 584 634 807 880 1331 1462 1948 2151 2290 .2290 15'-4' 210 225 358 387 536 582 741 808 1222 1342 1788 1975 2194 2194 16'-0' ' 16'-8' 2.0.7 330 356 494 536 .682 744 1125 1236 1647 1819 2102.. 2106 l6'-8' 17-4' 1 305 330 457 496 631 689 .1041. 1144 1524 .1684 -1944 2025 17-4' ' 18'-0' 283 305 424 460 585 638'• 665 1060 1413 1561 1802 1950 18'-o' 18'-8' 263 284 394 427 544 ..593 897 988 1313 1451 • • 1675 1880 19'-4' 246 265 367 399 507 554 837 920 1225- • 1353 1563 1816 19'-4' 20'-0' 229 247 343 373 • 474 517782 X732 859 1145 1284. 1460 1726 20'-0' . 20'-8' 215 '232 321 349 444 484 804 1072 1183 1367 1616 20'-8' 21'-4' 202 218 302 327. 417 455 '687 755 1006 1111 1284 1517 21'-4' 22'-0' 205 264 308 392 427 .648 710 948 1045 1207 1428 22'-0' 22'-8' 267 290 369 402 606 669 891 984 •1136 1343 22'-8' 23'-4' es_s 2' ^ 174 348 380 575 631 841 929 '1.073 1268 23'-4' 24-0' �' q 238 259 329 359 543 596 795 878 1014; .; .1199. -24-0'•; 24'-8'' r N 228 245 312' 340 514 565 752. B31 9604_, 11`' - 24'-8�� 25'-4' 1 214 232 296 .322 487 535 714 788 910 1078 ' •�4 :, 26'-0' SC G 203 220 280 306 '463 508 677 748 864 1021 26'~0' 26'-8' �, 209 267 291 440 483 644 711 821 971 26'-8' 27-4' i% G. ` 254 277 419 • 460 613 677 782 924 .27-4' 28'•-0' i �0'✓,1 •••• 242 264 399 438 584 645 745 881 28'-0' 28' -8' (1 S 231 252 380 418 557 615 710 840 28'-8' 29-4' 220 240. 384 399 532 588 679 803 29-4' '30'-0' _ 211 • 230 347 - 382 509 1 562• 849 787 30'-0' e 1 ' J 11 - X4�- .. gip, '0_1 9p ICBG Evaluation Service, Inc. MILD Cool A subsidiary corporation of the International Conference of Building Officialha goal • TY tau. EVALUATION REPORT Report No:,4997 September, 1993 CoPY►i9 ht © 1993 ICBO Evaluation Service, Inc. Filing Category: DESIGN—Masonry b. The nominal block width may be used as the (038 value "Pin the allowable axial Fe equations. c. Allowable axial stress in reinforced walls is: IMSP INSULATED REINFORCED MASONRY Fa = 0.1 f [1-(h'/42t)3[ (top horizontal cell WALL SYSTEM F, grouted) •05 Pm [1-(h'/42t)31 (top hor¢ontal Dell INSULATED MASONRY SYSTEMS, INC. 7234 EAST SHOEMAN LANE, SUITE 1 5. Strength Design Method:. SCOTTSDALE, ARIZONA 85251 a. Nominal axial load G* Pn = o (0.8) [0.85 F.(Ae -As) + fjAsj STYRO MOLDERS CORPORATION Where: 1100 GARDEN OF THE GODS ROAD 0 = 0.24 Top cell grouted, 0.12 COLORADO SPRINGS, COLORADO ungrouted 80907 Ae = Effective masonry area As = Effective cross-sectional area of I. Subject: IMSI® Insulated Masonry Wall reinforcementb. Nominal moment is: System. Mn = o As fy (d - al2) 11. Description: A General: The IMSI Insulated Where: e = 0.65 Masonry Wag System consists of IMSI molded d = As fy /0.85 b . polystyrenepolystyrene� inserts designed for use whollow c. The maximum yieldstress in deformed concrete masonry units that comply as Grade N units bars is 40,000 psi. under U.B.C. Standard No. 24-1. The masorry units 6. Steel reinforcement must be centered in are manufactured by concrete block manufacturers grouted section. with dimensions as shown in Figure No. 1, Details 7• Allowable in -plane shear stress of Nos. 14 to 18. One or two curtains of IMSI inserts are reinforced walls must be based on the installed in each masonry unit in the field. The IMSI reinforcing steel resisting all shear. inserts are expanded from polystyrene beads to a 8. Anchor bolts are designed and installed density of 1.0 pcf. The inserts have a maximum 25 according to Section 2406 (h) of the code and flame -spread rating and a smoke -developed rating Figure No. 1, Nos. 2, 6 and 7. less than 450. See Figure No. 1, Details Nos. 19 and D. Special Inspection: Special inspections 20 for additional details of IMSI inserts. is required according to Section 306 (a) for B. Installation: The masonry units are installed installations located in Seismic Zones Nos. 3 in a running -bond pattern with each face covered with and 4. Unless design stresses are reduced IMSI® StructurWCoat, surfaoe-bonding cement according to Section 2406 (c) 1 of the code, Leveling courses are required at the first cause above special inspection is also required for the foundation at each floor level, and through the installations located in Seismic Zones Nos. 1 height of a wall when a vertical difference greater than and 2. The special inspector is responsible for 1Q inch in 10 feet occurs within on course. Leveling verifying materials conforming with this report, courses are set in a full bed of mortar. Detailed plans and specifications, P P , mortar preparation installation requirements are in ASTM C 946, Practice and use, masonry unit placement, anchor for Construction of Dry�tadked, Swfaoe-Borxied placement, reinforcement placement, grout Walls. A stack -bond pattern may be used for fully preparation and use, preparation and handling grouted walls. Grout mint have a 28 day minimum of prisms, and mortar and grout test samples compressive strength of 2,000 psi. Ali grout must be preparation. consolidated by vibrating. Wall construction must also E. Identification: Each shipping container comply with Section 2404 of the code Constnx6on quality must comply with Section 2405 of the code. of IMSI inserts has a label bearing the product Anchor bolts and wall anchors must be embedded in name, date of manufacture, container number, evaluation report number, Class I flame -spread fully grouted bond beams without the foam plastic rating, smoke -developed rating and the quality inserts. Representative installation details are in Figure No. 1. control agency name (Underwriter's C. Design: Structures are designed as reinforced Laboratories Inc., NERQA403). Each unit has "IMSI" molded on the top. Concrete masonry masonry in accordance with Sections 2403, 2405, '0_1 • • 0 2406, 2411 and 2412 inclusive, of the Uniform Bulling Code with the following provisions: 1. Specified compressive strength, f. used in design must be between 1,500 psi and 2,000 psi. 2. Specified compressive strength, fn„ must be verified by prism tests described in Section 2405 (c).1 of the code. 3. Lintel beam design width must be the block width minus the foam plastic insert thickness if used. Urveiniorced masonry lintels must be grouted. 4. Allmrable Stress Design Method. a. The maximum tensile stress in deformed bars is 20,000 psi. units receiving the IMSI inserts arc palletUbd,. and identified with delivery slips which bearjhe manufacturer's name and evaluation r ort number. Each unit is also identified b its unique shape indicated in Details Nos. 14hb 18, Figure No. 1. IMSI Structure/Coat surface -bonding cement is packages in 50 -pound bags labeled with the manufacturer's name, net weight, product name, mixing and' application instructions. III. Evidence Submitted: Data complying with the Acceptance Criteria for Concrete Masonry Wall Systems, dated June, 1987. Evaluatlon reports of/CBO Evaluation Service, Inc. are Issued solely to provide Information to Class A members of ICBO, utilizing the code upon which the report Is based. Evaluation reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recommendation for use of the subject report This report is based upon Independent tests or other technical data submitted by the applicant ICBO Evaluation Service, Inc., technical staff has reviewed the test results andlor other data, but does notpossess test facilities to make an independent. verification. There Is no warranty by /CBO Evaluation Service, inc., express or implied, as to any "Finding" or other matter In the report or as to any product covered by the report This disclaimer Includes, but is not limited to, merchantability. Page 2 of 4 Findings IV. Findings: That the IMS] Insulated Masonry Wall System described in this report complies with the 1991 Uniform Building Code, subject to the following conditions: 1. Verification must be submitted to the building official that the masonry units comply as Grade N units In accordance with the U.B.C. Standard No. 244. 2. Plans and calculations for each project are submitted to the building official for approval. 3. Design and construction complies with this report and the manufacturer's instructions. 4. Special Inspection is provided In accordance with Section 0 D. Report No. 4997 5. Foam plastic inserts are manufactured by Styr Molders Corporation, 114Garden of the Gods Road, Colorado Springs, Colorado 80907, under a quality control program with Inspections by Underwriter's Laboratories Inc. (NERQA-403). 6. The IMSI inserts are Installed at the job site according to the manufacturer's instructions and approved plans. 7. The walls are used where non -fire resistive construction Is permitted. 8. Walls are permitted where noncombustible construction is required, provided the foam plastic is covered by at least 1 Inch of masonry at all I points. 1992 Supplement to the U.B.C.: This report is unaffected by the supplement This report is subject to reexamination in one year. (c) 1983-98 ENERCALC d:\asg 2001 \01 109 johnson johnson\01109.ecw:C KW -0602048, Ver 5.0.6, 15 -Jul -1998, Win32 -.04 - J""""CI,y ■ Title : Johnson Residence Job # 01109 Beam OK Dsgnr: BED Date: fv : Shear Stress 1.361 ksi Description ksi Actual Allowable fv / Fv 0.095 :1 Scope: _ r�1 -0.784 in 542.6: 1 R, 506001 fb / Fb 0.650 :1 Steel Beam Design �'+, Page 1 Description Alternate B9 General Information are Dead + Live Load placed as noted --» Steel Section : W10X12 LL LL+ST Fy 36.00ksi LL+ST Maximum Pinned -Pinned Load Duration Factor 1.00 Center Span 22.00 ft Bm Wt. Added to Loads Elastic Modulus - 29,000.Oksi Left Cant. 0.00 ft LL & ST Don't Act Together Right Cant 0.00 ft Lu : Unbraced Length 0.00 ft k -ft Max. M @ Left Distributed Loads #1 #2 #3 #4 #5 #6, 4#7 DL 0.132 k -ft k/ft LL 0.088 2.55 k/ft ST Shear @ Right 2.55 k 1.58 k/ft Start Location k ft End Location -0.784 -0.487 ft (c) 1983-98 ENERCALC d:\asg 2001 \01 109 johnson johnson\01109.ecw:C KW -0602048, Ver 5.0.6, 15 -Jul -1998, Win32 -.04 - J""""CI,y ■ 2.552 k Beam OK Using: W10X12 section, Span= 22.00ft, Fy = 36.Oksi fv : Shear Stress 1.361 ksi End Fixity = Pinned -Pinned, Lu = O.00ft, LDF = 1.000' ksi Actual Allowable fv / Fv 0.095 :1 Moment 14.037 k -ft 21.585 k -ft fb : Bending Stress 15.452 ksi 23.760 ksi Max. Deflection Length/DL Defl -0.784 in 542.6: 1 Force & Stress Summary fb / Fb 0.650 :1 Length/(DL+LL Defl) 336.8: 1 (c) 1983-98 ENERCALC d:\asg 2001 \01 109 johnson johnson\01109.ecw:C KW -0602048, Ver 5.0.6, 15 -Jul -1998, Win32 -.04 - Shear 2.552 k 27.004 k fv : Shear Stress 1.361 ksi 14.400 ksi fv / Fv 0.095 :1 Force & Stress Summary <<- These columns are Dead + Live Load placed as noted --» DL LL LL+ST LL LL+ST Maximum Only (aD Center (ED Center Cants Cants Max. M + 14.04 k -ft 8.71 14.04 k -ft Max. M - k -ft Max. M @ Left k -ft Max. M @ Right k -ft Shear @ Left 2.55 k 1.58 2.55 k Shear @ Right 2.55 k 1.58 2.55 k Center Defl. -0.784 in -0.487 -0.784 -0.487 0.000 0.000 in Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Def 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 2.55 1.58 2.55 1.58 k Reaction @ Rt 2.55 1.58 2.55 1.58 k Fa calc'd per 1.5-1, K"Ur < Cc Section Properties' W10X12 • Depth 9.870 in Weight 12.02 #/ft r-xx 3.898 in Width 3.960 in I-xx 53.80 in4 r-yy 0.785 in Web Thick 0.190 in I-yy 2.18 in4 Rt 0.960 in Flange Thickness 0.210 in S-xx 10.902 in3 Area 3.54 in2 S-yy 1.101 in3 (c) 1983-98 ENERCALC d:\asg 2001 \01 109 johnson johnson\01109.ecw:C KW -0602048, Ver 5.0.6, 15 -Jul -1998, Win32 -.04 - • Title : Johnson Residence Job # 01109 Dsgnr: BED Date: Description Scope: ir1 R- 506901 Steel Beam Design Page 1 Description Alternate B11 General Information `j"181111aly0 - 3.78 6.12 Steel Section: WI 2X26 Using: WI 2X26 section, Span = 21.00ft, Fy = 36.Oksi Fy 36.00ksi 6.12 k 3.78 Pinned -Pinned Load Duration Factor 1.00 Center Span 21.00 ft Bm Wt. Added to Loads Elastic Modulus 29,000.Oksi Left Cant. 0.00 ft LL & ST Don't Act Together 0.000 Right Cant 0.00 ft 66.108 k -ft Max. Deflection Lu : Unbraced Length 0.00 ft fb : Bending Stress 11.550 ksi 23.760 ksi Distributed Loads 946.4: 1 0.000 fb / Fb 0.486 :1 #1 #2 #3 #4 #5 #6 #7 DL 0.334114 40.473 k 0.000 k/ft LL 0.223 tv : Shear Stress 2,178 ksi 14.400 ksi k/ft ST 6.12 fv / Fv 0.151 : 1 k/ft Start Location Reaction @ Rt 6.12 ft End Location 3.78 ft Force & Stress Summary <<- These columns are Dead + Live Load placed as noted ->> DL LL LL+ST LL LL+ST Maximum Only _(ED Center Center Cants Cants Max. M + 32.14 k -ft 19.84 32.14 k -ft Max. M - k -ft Max. M @ Left k -ft Max. M @ Right k -ft Shear @ Left `j"181111aly0 - 3.78 6.12 Beam OK Using: WI 2X26 section, Span = 21.00ft, Fy = 36.Oksi Shear @ Right 6.12 k 3.78 6.12 End Fixity = Pinned -Pinned, Lu = O.00ft, LDF = 1.000 k Center Defl. -0.431 in Actual Allowable -0.266 0.000 0.000 in Moment 32.137 k -ft 66.108 k -ft Max. Deflection -0.431 in 0.000 fb : Bending Stress 11.550 ksi 23.760 ksi Length/DL Defl 946.4: 1 0.000 fb / Fb 0.486 :1 0.000 Length/(DL+LL Defl) 584.4: 1 ...Query Defl @ Shear 6.121 k 40.473 k 0.000 0.000 0.000 tv : Shear Stress 2,178 ksi 14.400 ksi 6.12 3.78 6.12 fv / Fv 0.151 : 1 k Reaction @ Rt Force & Stress Summary <<- These columns are Dead + Live Load placed as noted ->> DL LL LL+ST LL LL+ST Maximum Only _(ED Center Center Cants Cants Max. M + 32.14 k -ft 19.84 32.14 k -ft Max. M - k -ft Max. M @ Left k -ft Max. M @ Right k -ft Shear @ Left 6.12 k 3.78 6.12 - k Shear @ Right 6.12 k 3.78 6.12 k Center Defl. -0.431 in -0.266 -0.431 -0.266 0.000 0.000 in Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Def 0.000 in 0.000 0.000 0.000 b.000 0.000 in ...Query Defl @ 0.000ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 6.12 3.78 6.12 3.78 k Reaction @ Rt 6.12 3.78 6.12 3.78 k Fa calc'd per 1.5-1, K*L/r < Cc Section Properties W12X26 Depth 12.220 in Weight 25.98 #/ft r-xx 5.164 in Width 6.490 in I-xx 204.00 in4 r -YY 1.504 in Web Thick 0.230 in I -YY 17.30 in4 Rt 1.720 in Flange Thickness 0.380 in S-xx 33.388 in3 Area 7.65 in2 S -YY 5.331 in3 (c) 1983-98 ENERCALC d:\asg 20010 109 johnson johnson\01109.ecw:C KW -0602048, Ver 5.0.6, 15 -Jul -1998, Win32 ri 1 • P: 5m] Description Altemate B13 Title : Johnson Residence Dsgnr: BED Description : Scope: Steel Beam Design Job # 01109 Date: I!� Page 1 Force & Stress Summary <<- These columns are Dead + Live Load placed as noted ->> DL LL LL+ST LL LL+ST Maximum Only 0 Center Center Cants Cants Max. M + 22.84 k -ft 12.72 22.84 k -ft Max. M - k -ft Max. M @ Left k -ft Max. M @ Right k -ft Shear @ Left 6.09 k 3.39 6.09 General Information Using: W12X14 section, Span = 15.00ft, Fy = 36.Oksi Shear @ Right Steel Section : W12X14 3.39 6.09 Fy 36.00ksi k Pinned -Pinned Load Duration Factor 1.00 Center Span 15.00 ft Bm Wt. Added to Loads Elastic Modulus 29,000.Oksi Left Cant. 0.00 ft LL & ST'Don't Act Together Max. Deflection Length/DL Defl Right Cant 0.00 ft fb / Fb 0.775 :1 0.000 in Lu : Unbraced Length 0.00 ft . 0.000 Shear 6.091 k Distributed Loads 0.000 0.000 in ...Query Defl @ #1 DL 0.438 #2 #3 #4 #5 #6#7 k/ft LL 0.360 fv / Fv 0.178 : 1 Reaction @ Left k/ft ST 6.09 3.39 k/ft Start Location Reaction @ Rt 6.09 ft End Location 3.39 ft Force & Stress Summary <<- These columns are Dead + Live Load placed as noted ->> DL LL LL+ST LL LL+ST Maximum Only 0 Center Center Cants Cants Max. M + 22.84 k -ft 12.72 22.84 k -ft Max. M - k -ft Max. M @ Left k -ft Max. M @ Right k -ft Shear @ Left 6.09 k 3.39 6.09 Beam OK Using: W12X14 section, Span = 15.00ft, Fy = 36.Oksi Shear @ Right 6.09 k 3.39 6.09 End Fixity = Pinned -Pinned, Lu = O.00ft, LDF = 1.000 k Center Defl. -0.360 in Actual Allowable -0.200 0.000 • Moment 22.841 k -ft fb : Bending Stress 18.422 ksi 29.459 k -ft 23.760 ksi Max. Deflection Length/DL Defl -0.360 in 898.1: 1 0.000 fb / Fb 0.775 :1 0.000 in Length/(DL+LL Defl) 500.0: 1 0.000 Shear 6.091 k 34.301 k 0.000 0.000 in ...Query Defl @ fv : Shear Stress 2,557 ksi 14.400 ksi 0.000 0.000 0.000 fv / Fv 0.178 : 1 Reaction @ Left 6.09 3.39 Force & Stress Summary <<- These columns are Dead + Live Load placed as noted ->> DL LL LL+ST LL LL+ST Maximum Only 0 Center Center Cants Cants Max. M + 22.84 k -ft 12.72 22.84 k -ft Max. M - k -ft Max. M @ Left k -ft Max. M @ Right k -ft Shear @ Left 6.09 k 3.39 6.09 k Shear @ Right 6.09 k 3.39 6.09 k Center Defl. -0.360 in -0.200 -0.360 -0.200 0.000 0.000 in Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Def 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 6.09 3.39 6.09 3.39 k Reaction @ Rt 6.09 3.39 6.09 3.39 k Fa calc'd per 1.5-1, K*Ur < Cc Section Properties W12X14 Depth 11.910 in Weight 14.13 #/ft r-xx 4.615 in Width 3.970 in I -XX 88.60 in4 r-yy 0.753 in Web Thick 0.200 in I -YY 2.36 in4 Rt 0.950 in Flange Thickness 0.225 in S-xx 14.878 in3 Area 4.16 in2 S-yy 1.189 in3 (c) 1983-98 ENERCALC d:\asg 2001 \01109 johnson johnson\01109.ecw:C KW -0602048, Ver 5.0.6, 15 -Jul -1998, Win32 Title : Johnson Residence Job # 01109 Dsgnr: BED Date: Description • Scope: t� " 5=1 Steel Beam Design : 1 `°�, Page 1 Description Alternate B14 ; General information 7.27 k 3.19 7.27 Steel Section : W12X14 Using: W12X14 section, Span =12.0011, Fy = 36.Oksi Fy 36.00ksi 7.27 k 3.19 Pinned -Pinned Load Duration Factor . 1.00 Center Span 12.00 ft Bm Wt. Added to Loads Elastic Modulus 29,000.Oksi Left Cant. 0.00 ft LL & ST Don't Act Together 0.000 Right Cant 0.00 ft 29.459 k -ft 23.760 ksi Max. Deflection Length/DL Defl Lu : Unbraced Length 0.00 ft fb / Fb 0.741 :1 0.000 in Distributed Loads 654.3: 1 0.000 Shear 7.273 k #1 #2 #3 #4 #5 #6#7 DL 0.518 14.400 ksi 0.000 k/ft LL 0.680 fv / Fv 0.212 : 1 Reaction @ Left k/ft ST 7.27 3.19 k/ft Start Location Reaction @ Rt 7.27 ft End Location 3.19 ft Force & Stress Summary <<- These columns are Dead + Live Load placed as noted ->> DL LL LL+ST LL LL+ST Maximum Only (ED. Center (ca Center Cants Cants Max. M + 21.82 k -ft 9.58 21.82 k -ft Max. M - k -ft Max. M @ Left k -ft Max. M @ Right k -ft Shear @ Left 7.27 k 3.19 7.27 Beam OK Using: W12X14 section, Span =12.0011, Fy = 36.Oksi Shear @ Right 7.27 k 3.19 7.27 End Fixity = Pinned -Pinned, Lu = 0.0011, LDF = 1.000 k Center Defl. -0.220 in Actual Allowable -0.097 0.000 • Moment 21.818 k -ft fb : Bending Stress 17.597 ksi 29.459 k -ft 23.760 ksi Max. Deflection Length/DL Defl -0.220 in 1,490.3: 1 0.000 fb / Fb 0.741 :1 0.000 in Length/(DL+LL Defl) 654.3: 1 0.000 Shear 7.273 k 34.301 k 0.000 0.000 in ...Query Defl @ fv : Shear Stress 3.053 ksi 14.400 ksi 0.000 0.000 0.000 fv / Fv 0.212 : 1 Reaction @ Left 7.27 3.19 Force & Stress Summary <<- These columns are Dead + Live Load placed as noted ->> DL LL LL+ST LL LL+ST Maximum Only (ED. Center (ca Center Cants Cants Max. M + 21.82 k -ft 9.58 21.82 k -ft Max. M - k -ft Max. M @ Left k -ft Max. M @ Right k -ft Shear @ Left 7.27 k 3.19 7.27 k Shear @ Right 7.27 k 3.19 7.27 k Center Defl. -0.220 in -0.097 -0.220 -0.097 0.000 0.000 in Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Def 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 7.27 3.19 7.27 3.19 k Reaction @ Rt 7.27 3.19 7.27 3.19 k Fa calc'd per 1.5-1, K*Ur < Cc Section Properties W12X14 Depth 11.910 in Weight 14.13 #/ft r-xx 4.615 in Width 3.970 in I-xx 88.60 in4 r-yy 0.753 in Web Thick 0.200 in I -YY 2.36 in4 Rt 0.950 in Flange Thickness 0.225 in S-xx 14.878 in3 Area 4.16 in2 S -YY 1.189 in3 (c) 1983-98 ENERCALC d:lasg 2001/01109 johnson johnson101109.ecw:C INV -0602048, Ver 5.0.6, 15 -Jul -1998, Win32 *07 4�_ Title : Johnson Residence Dsgnr: BED Description • Scope: Steel Beam Design Description Alternate B16 11 Job # 01109 Date: Page 1 General Information - Steel Section : W10X12 Fy 36.00ksi Pinned -Pinned Load Duration Factor 1.00 Center Span 14.00 ft Bm Wt. Added to Loads Elastic Modulus 29,000.Oksi Left Cant. 0.00 ft LL & ST Don't Act Together End Fixity = Pinned -Pinned, Lu = O.00ft, LDF = 1.000 Right Cant 0.00 ft 2,882 ksi Lu : Unbraced Length 0.00 ft , fb : Bending Stress 20.820 ksi 23.760 ksi Length/DL Defl 1,365.9: 1 Distributed Loads fb / Fb 0.876 :1 Length/(DL+LL Defl) 392.8: 1 0.200 :1 #1 #2 #3 #4 #5 #6 #7 DL 0.210 k/ft LL 0.550 k/ft ST <<- k/ft Start Location ft End Location LL+ST ft (c) 1983-98 ENERCALC d:lasg 2001 \01109 johnson johnson\01109.ecw:C KW -0602048, Ver 5.0.6, 15 -Jul -1998, Win32 07A- summary I Beam OK 5.404 k Using: W10X12 section, Span = 14.00ft, Fy = 36.Oksi End Fixity = Pinned -Pinned, Lu = O.00ft, LDF = 1.000 Actual Allowable 2,882 ksi Moment 18.915 k -ft 21.585 k -ft Max. Deflection -0.428 in . fb : Bending Stress 20.820 ksi 23.760 ksi Length/DL Defl 1,365.9: 1 fb / Fb 0.876 :1 Length/(DL+LL Defl) 392.8: 1 (c) 1983-98 ENERCALC d:lasg 2001 \01109 johnson johnson\01109.ecw:C KW -0602048, Ver 5.0.6, 15 -Jul -1998, Win32 07A- Shear 5.404 k 27.004 k fv : Shear Stress 2,882 ksi 14.400 ksi fv / Fv 0.200 :1 Force & Stress Summary <<- These columns are Dead + Live Load placed as noted ->> DL LL LL+ST LL LL+ST Maximum Only (cD Center Ccs Center Cants 15 Cants Max. M + 18.91 k -ft 5.44 18.91 k -ft Max. M - k -ft Max. M @ Left k -ft Max. M @ Right k -ft Shear @ Left 5.40 k 1.55 5.40 k Shear @ Right 5.40 k 1.55 5.40 k Center Defl. -0.428 in -0.123 -0.428 -0.123 0.000 0.000 in Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Def 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 5.40 1.55 5.40 1.55 k Reaction @ Rt 5.40 1.55 5.40 1.55 k Fa calc'd per 1.5-1, K*Ur < Cc Section Properties W10X12 Depth 9.870 in Weight 12.02 #/ft r-xx 3.898 in Width 3.960 in I-xx 53.80 in4 r-yy 0.785 in Web Thick 0.190 in I -YY 2.18 in4 Rt 0.960 in Flange Thickness 0.210 in S-xx 10.902 in3 Area 3.54 in2 S-yy 1.101 in3 (c) 1983-98 ENERCALC d:lasg 2001 \01109 johnson johnson\01109.ecw:C KW -0602048, Ver 5.0.6, 15 -Jul -1998, Win32 07A- Using: W10X12 section, Span= 12.501t, Fy = 36.Oksi End Fixity = Pinned -Pinned, Lu = O.00ft, LDF = 1.000 Actual Allowable Moment 15.079 k -ft 21.585 k -ft • fb : Bending Stress 16.598 ksi 23.760 ksi fb / Fb 0.699 : 1 Beam OK Max. Deflection -0.272 in Length/DL Defl 1,918.9: 1 Length/(DL+LL Defl) 551.9: 1 Shear Title : Johnson Residence Job # 01109 Dsgnr: BED Date: fv : Shear Stress 2.573 ksi 14.400 ksi Description fv / Fv 0.179 :1 Scope: • �;: t� R- 5MI Steel Beam Design 4 ; Page 1 Description Altemate B15 <<- These columns are Dead + Live Load placed as noted ->> General Information LL LL+ST LL LL+ST Steel Section : W10X12 Only Co. Center Fy 36.00ksi Cants Max. M + 15.08 k -ft Pinned -Pinned Load Duration Factor 1.00 Center Span 12.50 ft Bm Wt. Added to Loads Elastic Modulus 29,000.Oksi Left Cant. 0.00 ft LL & ST Don't Act Together Right Cant 0.00 ft Lu : Unbraced Length 0.00 ft k -ft Max. M @ Right Distributed Loads k -ft #1 #2 #3 #4 #5 #6, #7 DL 0.210 k Shear @ Right 4.83 k k/ft LL 0.550 k/ft ST -0.078 -0.272 k/ft Start Location 0.000 in Left Cant Defl 0.000 in ft End Location 0.000 0.000 ft Using: W10X12 section, Span= 12.501t, Fy = 36.Oksi End Fixity = Pinned -Pinned, Lu = O.00ft, LDF = 1.000 Actual Allowable Moment 15.079 k -ft 21.585 k -ft • fb : Bending Stress 16.598 ksi 23.760 ksi fb / Fb 0.699 : 1 Beam OK Max. Deflection -0.272 in Length/DL Defl 1,918.9: 1 Length/(DL+LL Defl) 551.9: 1 (c) 1983-98 ENERCALC dAasg 2001 \01 109 johnson johnson\01109.ecw:C KW -0602048, Ver 5.0.6, 15 -Jul -1998, Win32` "� Shear 4.825 k 27.004 k fv : Shear Stress 2.573 ksi 14.400 ksi fv / Fv 0.179 :1 Force & Stress Summary <<- These columns are Dead + Live Load placed as noted ->> DL LL LL+ST LL LL+ST Maximum Only Co. Center (a), Center Cants Cants Max. M + 15.08 k -ft 4.34 15.08 k -ft Max. M - k -ft Max. M @ Left k -ft Max. M @ Right k -ft Shear @ Left 4.83 k 1.39 4.83 k Shear @ Right 4.83 k 1.39 4.83 k Center Defl. -0.272 in -0.078 -0.272 -0.078 0.000 0.000 in Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Def 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 4.83 1.39 4.83 1.39 k Reaction @ Rt 4.83 1.39 4.83 1.39 k Fa calc'd per 1.5-1, K*Llr < Cc Section Properties W10X12 • Depth 9.870 in Weight 12.02 #/ft r-xx 3.898 in Width 3.960 in . I-xx 53.80 in4 r-yy 0.785 in Web Thick 0.190 in I -YY 2.18 in4 Rt 0.960 in Flange Thickness 0.210 in S-xx 10.902 in3 Area 3.54 in2 S -YY 1.101 in3 (c) 1983-98 ENERCALC dAasg 2001 \01 109 johnson johnson\01109.ecw:C KW -0602048, Ver 5.0.6, 15 -Jul -1998, Win32` "� [7 Rn•: 506MI Description Alternate C12 & C13 Title : Johnson Residence Dsgnr: BED Description : Scope: Steel Column - -w Job # 01109 Date: ra Page 1 Distributed lateral Loads... DL LL ST Start End General Information Fa: Allowable 0.005 k/ft -a 8.000 ft Steel Section TS4X2X3/16 Fy 36.00 ksi X -X Sidesway : Restrained Summary Duration Factor 1.000 Y -Y Sidesway : Restrained Column Height 8.000 ft Elastic Modulus 29,000.00 ksi 2.61, LL = 7.82, ST = 0.00k, Ecc. = 0.000in Unbraced Lengths: X -X = 8.00ft, End Fixity Pin -Pin X -X Unbraced 8.000 ft Kxx 1.000 Live & Short Term Loads Combined Y -Y Unbraced 8.000 ft Kyy 1.000 Loads 0.4141 0.5468 0.5468 • AISC Formula H1 - 2 Axial Load... 0.2053 0.2651 0.2651 AISC Formula H1 - 3 Dead Load 2.61 k Ecc. for X -X Axis Moments in 1.00 Live Load 7.82 k Ecc. for Y -Y Axis Moments in Section Properties TS4X2X3/16 Short Term Load k Distributed lateral Loads... DL LL ST Start End Along Y -Y Fa: Allowable 0.005 k/ft -a 8.000 ft Along X -X 10.26 ksi 0.005 k/ft --a 8.000 ft Summary 5.16 ksi 5.16 ksi Column Design OK Section: TS4X2X3/16, Height= 8.00ft, Axial Loads: DL = 2.61, LL = 7.82, ST = 0.00k, Ecc. = 0.000in Unbraced Lengths: X -X = 8.00ft, Y -Y = 8.00ft ` 23.76 ksi 23.76 ksi Combined Stress Ratios Dead Live DL + LL DL + ST + (LL if Chosen) AISC Formula H1 - 1 0.25 ksi 0.4141 0.5468 0.5468 • AISC Formula H1 - 2 31,043 psi 0.2053 0.2651 0.2651 AISC Formula H1 - 3 0.1259 Cm:y DL+LL+ST 1.00 Cb:y DL+LL+ST XX Axis : Fa calc'd per 1.5-1, K"Ur < Cc YY Axis: Fa calc'd per 1.5-1, K"Ur < Cc Stresses Allowable & Actual Stresses Dead Live DL + LL DL + Short Fa: Allowable 10.26 ksi 10.26 ksi 10.26 ksi 10.26 ksi fa : Actual 1.29 ksi 3.87 ksi 5.16 ksi 5.16 ksi Analysis Values ksi ksi ksi Fb:xx : Allow [F3.1] 23.76 ksi 23.76 ksi 23.76 ksi 23.76 ksi fb : xx Actual 0.00 ksi 0.25 ksi 0.25 ksi 0.25 ksi ksi ksi ksi Fb:yy : Allow [F3.1] 23.76 ksi 23.76 ksi 23.76 ksi 23.76 ksi fb : yy Actual 0.00 ksi 0.37 ksi 0.37 ksi 0.37 ksi Analysis Values F'ex : DL+LL 31,043 psi Cm:x DL+LL 1.00 Cb:x DL+LL 1.00 F'ey : DL+LL 10,348 psi Cm:y DL+LL 1.00 Cb:y DL+LL 1.00 F'ex : DL+LL+ST 31,043 psi Cm:x DL+LL+ST 1.00 Cb:x DL+LL+ST 1.00 F'ey : DL+LL+ST 10,348 psi Cm:y DL+LL+ST 1.00 Cb:y DL+LL+ST 1.00 Max X -X Axis Deflection -0.004 in at 4.000 ft Max Y -Y Axis Deflection -0.012 in at 4.000 ft Section Properties TS4X2X3/16 . Depth 4.00 in Weight 6.86 #/ft I-xx 3.87 in4 Widt 2.000 in Area 2.02 in2 I-yy 1.29 in4 Thickness 0.188 in S-xx 1.935 in3 S-yy 1.290 in3 r-xx 1.384 in r-yy 0.799 in (c) 1983-98 ENERCALC d:\asg 2001 \01 109 johnson johnson\01109.ecw:C KW -0602048, Ver 5.0.6, 15 -Jul -1998, Win32 • (c) 1983-98 ENERCALC D:1ASG 2001 \01 109 JOHNSON JOHNSON\01109.ECW:C KW -0602048, Ver 5.0.6, 15 -Jul -1998, Win32 Title: Johnson Residence Job # 01109 Dsgnr: BED Date: Description ScopeIf : •r'i1 P: S06001 Steel Column Base Plate Page 1 Description Base plate General Information Loads Steel Section TS3x3x1/4 Axial Load 10.43 k Section Length 3.000 in X -X Axis Moment 0.00 k -ft Section Width 3.000 in Flange Thickness 0.250 in Plate Dimensions Web Thickness 0.250 in Plate Length 8.000 in- Allowable Stresses Plate Width 6.000 in Concrete Pc 13,000.0 psi Plate Thickness 0.500 in Base Plate Fy 36.00 ksi Load Duration Factor 1.000 Support Pier Size Pier Length 36.000 in Anchor Bolt Data Dist. from Plate Edge 1.500 in Pier Width 36.000 in _ Bolt Count per Side 1 Tension Capacity 0.250 k Bolt Area 0.440 in2 Summaty Baseplate OK Concrete Bearing Stress Thickness OK Actual Bearing Stress 217.2 psi Full Bearing : No Bolt Tension Allow per ACI 10.15 3,570.0 psi Allow per AISC J9 2,100.0 psi Plate Bending Stress Bearing Stress OK Actual fb 17,281.1 psi Max Allow Plate Fb 27,000.0 psi Tension Bolt Force Bolt Tension OK Actual Tension 0.000 k Alfowable 0.250 k - • (c) 1983-98 ENERCALC D:1ASG 2001 \01 109 JOHNSON JOHNSON\01109.ECW:C KW -0602048, Ver 5.0.6, 15 -Jul -1998, Win32 Verticaltechnology er Engineering 3650 Morrow Lane, Chico, CA 95928 WA�, eC Ph. (530) 899-8716 Fax (530) 899-0688 Email MDHPE@cs.com Structural Calculations Client: Cliff Johnsen Project: Johnsen Residence 4139 Willow Landing Location: Chico, CA 95928 Attention: This engineer is not responsible for on site inspection to assure compliance with the standards, sizes, materials, or workmanship specified herein. This engineer is not responsible for any structural element or system not specifically noted in this set of specifications unless authorized in writing by this engineer. Workmanship is to be of the highest quality and in all cases follow accepted construction practice, the latest edition of the Unform Building Code, and local, building department standards. 11 Y. VERTECH ENGINEERING PROJECT: 1 / 3/22/01 STRUCTURAL NOTES 1. GENERAL A) ALL WORK SHALL CONFORM TO THE 1997 UBC AND ALL APPLICABLE LOCAL CODES. B) THE ENGINEER (VERTECH ENGINEERING) IS RESPONSIBLE FOR THE STRUCTURAL ITEMS IN THE PLANS ONLY. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE CALCULATIONS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETC. D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS.E)ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATER PROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. 2. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING = 1000 PSF PER UBC TABLE 18-1-A, WITH A MINIMUM EMBEDMENT. INTO NATIVE SOILS OF 1'-6". C) SOILS SUPPORTING SLABS ON GRADE SHALL BE COMPACTED TO 95016 MINIMUM, LINO. E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 2% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. 3. FILL AND BACKFILL A) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. B) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. 4. CONCRETE A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. B) CONCRETE SHALL CONTAIN 5 SACKS OF CEMENT PER CUBIC YARD WITH SLUMP BETWEEN 3"-5". C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI CODE AND UBC APPENDIX, CHAPTER 19. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. VERTECH RECOMMENDS THE FOLLOWING AS A SUITABLE SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 12" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB OVER 2" SAND, OVER MOISTURE BARIER, OVER 4" AGGREGATE BASE. USE 3 -1/2 - SLAB WITH #3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP %" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 20' WHERE SLAB IS REINFORCED. H) WATERPROOFING OF FOUNDATIONS, RETAINING WALLS, AND SLAB ON GRADE IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. I) REINFORCEMENT COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER 1 '/z #6 BARS AND LARGER 2" CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: %" J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM.A615 U.N.O. LAP REINFORCING 40 BAR DIAMETERS U.N.O. K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. S. MASONRY A) CEMENT MASONRY UNITS SHALL CONFORM TO UBC STANDARD 21-4, GRADE N, TYPE I, AND SHALL BE SINGLE OR DOUBLE OPEN END BOND BEAM UNITS. B). F'M MIN SHALL BE 1,500 PSI WITH COMPLIANCE VERIFIED AS REQUIRED PER UBC SECTION 2105.3. C) EACH CELL SHALL BE COMPLETELY FILLED WITH GROUT CONFORMING TO ASTM C279 TYPE S WITH A MINIMUM STRENGTH OF 2,000 PSI. VERTECH ENGINEERING PROJECT: T04) 3/22/01 D) LAP REINFORCING THE GREATER OF 60 BAR DIAMETERS OR 2'-0". E) LOCATE ANCHOR BOLTS WITHIN 2" OF THE CENTER OF A CELL. F) ALL WATER PROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. 6-A FRAMING/LUMBER A) SHEATHING SHALL CONFORM TO APA, PS 1. SHEAR SHEATHING SHALL BE C -D, C -C, OR 303(T-1-11). ALTERNATE SHEATHING MAY BE SUBSTITUTED FOR FLOORS, ROOFS, OR WALLS PROVIDED THEY ARE STRUCTURALLY EQUIVALENT. B) GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH FB = 2400 PSI AND FV = 190 PSI MINIMUM WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH UBC 1701.7 AND UBC 2304.4.3. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH UBC 1704.6.2 C) MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 2800 PSI & FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481. D) SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR OR HEM FIR WITH 5/8" DIAMETER ANCHOR BOLTS LOCATED AT 6'-0" O.C. U.N.O. AND V-0" MAXIMUM FROM END. E) ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. F) STUDS SHALL BE STUD GRADE OR BETTER. G) ALL POSTS SHALL BE DF -L #1 U.N.O. H) 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. 1) 2X JOISTS SHALL BE DF -L #2 U.N.O. J) CONCEALED BEAMS SHALL BE DF -L #2, EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER) K) ALL NAILS SHALL BE COMMON. WHERE EXPOSED TO WEATHER, NAILS SHALL BE GALVANIZED. L) BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. M) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG TIE CO., OR ENGINEER APPROVED EQUIVELANT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 6-13 GENERAL FRAMING A) HEADERS: UNLESS SPECIFICALLY NOTED ON PLANS OR IN CALCULATIONS, HEADERS SHALL BE 6X10 OR 4X12 DF -L (N) #2. WHERE OPENING IS GREATER THAN 5'-0-,(2) TRIMMERS SHALL BE USED. B) SAWN FLOOR JOISTS AND ROOF RAFTERS SHALL BE SIZED PER 1997 UBC TABLES 23 -IV -J AND 23 -IV -R RESPECTIVELY. C) MANUFACTURED "I" JOISTS (SUCH AS TRUSS JOISTS)SHALL BE INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF U480. USE A MANUFACTURED RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM BOARD AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS DECK LEDGERS). D) ROOF SHEATHING SHALL BE CD -X OR OSB APA RATED SHEATHING. THICKNESS SHALL BE PER APA LOAD TABLES BASED UPON ROOF LIVE LOAD AND FRAMING SPACING. APPLY FACE GRAIN (LONG DIMENSION) PERPENDICULAR TO FRAMING, STAGGER PANELS AND NAIL WITH 8D NAILS AT 6" EDGE AND 12" FIELD U.N.O. EDGE NAILING SHALL APPLY AT ALL PANEL EDGES, OVER BLOCKING, WALLS, AND DRAG MEMBERS. E) FLOOR SHEATHING SHALL BE T&G APA RATED SHEATHING. THICKNESS SHALL BE PER APA LOAD TABLES BASED UPON FLOOR LIVE LOAD AND FRAMING SPACING. GLUE AND NAIL WITH 8D NAILS AT 6" EDGE, 10" FIELD, U.N.O. F) MINIMUM NAILING REQUIREMENTS SHALL BE PER 1997 UBC TABLE 23-11-B-1. G) ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. H) WHEN USING "GREEN"OR UN -SEASONED LUMBER, CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. ANY SYSTEM USED TO ALLEVIATE THE EFFECTS OF SHRINKAGE SHALL BE REVIEWED BY THE ENGINEER OF RECORD PRIOR TO USE. 3/22/01 6-C BEAM FRAMING A) ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16D NAILS AT 6" O.C. U.N.O. B) PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT FOR ALL OTHER EQUIPMENT OR FURNISHINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETC... SHALL BE PROVIDED BY CONTRACTOR OR OWNER. C). SPLICE ALL BEAMS OVER SUPPORTS OR SAW -CUT TOP 1/3 AT SUPPORT U.N.O. (NOT AT CANTILEVERS) 6-D POSTS/TRIMMERS A) CARRY ALL UPPER LEVEL POSTS INTO LOWER LEVELS AND PROVIDE SOLID BLOCKING UNDER ALL POSTS IN FLOORS. B) STACK ALL BEARING STUDS, TRIMMERS AND POSTS FROM UPPER LEVELS IN LINE FROM ROOF TO FOUNDATION. C) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. D) WHERE (2) OR MORE TRIMMERS ARE SPECIFIED, THOSE TRIMMERS ARE TO BE STACKED IN ALL WALL FRAMING AND SOLID BLOCKED AT THE FLOOR LEVEL CONTINUOUS DOWN TO THE FOUNDATION. 6-E WALL FRAMING A) CONTINUOUS BLOCKING SHALL BE PROVIDED OVER ALL BEARING WALLS, SHEAR WALLS, AND MID -SPAN OF FLOOR JOISTS AND ROOF FRAMING U.N.O. WHERE MANUFACTURED "I" JOISTS ARE SPECIFIED, BLOCKING REQUIREMENTS LISTED HEREIN ARE TO BE CONSIDERED MINIMUMS AND MAY BE INCREASED AS PER MANUFACTURERS RECOMMENDATIONS. B) SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD C) TOP PLATE SPLICES OF STUD WALLS SHALL BE 48" LONG WITH (12) 16D SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE SPLICE IS INTERUPTED, USE ST6224 STRAP U.N.O. ADJACENT WALLS AND BEAMS SHALL BE STRAPPED TO TOP PLATE WITH SIMPSON ST22 U.N.O. D) FIRE BLOCK STUD WALLS AT MID -HEIGHT OR MORE AS REQUIRED BY GOOD CONSTRUCTION PRACTICE. E) IN NO INSTANCE SHALL A STUD WALL BE USED TO RETAIN SOIL OR RESIST LATERAL PRESSURE DUE TO SNOW LOADING. IN THE CASE OF SNOW BUILD-UP AGAINST A STUD WALL, THE OWNER SHALL BE RESPONSIBLE TO ELIMINATE SNOW TO STUD WALL CONTACT. F) WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE HILTI QWIK-BOLT OF SAME DIAMETER WITH 6" EMBEDMENT IN CONCRETE. INSTALL PER MANUFACTURERS RECOMMENDATIONS. G) WHERE A WALL IS LABELED AS A SHEAR WALL, SUCH WALL SHALL BE CONTINUOUSLY SHEAR PANELED AND NAILED AS REQUIRED PER SCHEDULE FROM THE ROOF PLYWOOD TO FOUNDATION SILL PLATE. WHERE A FLOOR OR OTHER ELEMENT DISRUPTS THE CONTINUOUS PANELING, SPECIAL DETAILING IS REQUIRED. WHERE SPECIAL DETAILING IS NOT PROVIDED, CONNECTIONS SHALL BE IN CONFORMANCE TO ACCEPTED PRACTICE FOR SUCH CONNECTIONS. H) WHERE HOLD DOWNS ARE REQUIRED AT FOUNDATION LEVEL OF A MULTI LEVEL WALL, STUDS ANCHORED BY HOLD DOWN SHALL BE STRAPPED WITH SIMPSON MSTC40 TO STUDS ABOVE AT ANY LEVEL SPLIT U.N.O. 1) ALL BLOCKING OVER SHEAR WALLS SHALL BE ATTACHED TO SHEAR WALL WITH SIMPSON A35 CLIPS AT 48" O.C. U.N.O. J) CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). K) NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. L) LET -IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. 6-F CONNECTIONS A) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. B) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. D) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. E) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. F) PROVIDE 2X2X3/16" PLATE WASHERS ON ALL FOUNDATION ANCHOR BOLTS. h / VERTECH ENGINEERING PROJECT:VI ' 3/22/01 7. HARDWARE / STRUCTURAL STEEL A) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. B) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. C) BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. D) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. E) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. F) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG TIE CO., OR ENGINEER APPROVED EQUIVELANT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. G) STRUCTURAL STEEL SHALL CONFORM TO ASTM A36. PIPE MEMBERS SHALL CONFORM TO ASTM A501. H) ALL WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY SPECIFICATIONS. ALL WELDING SHALL BE DONE BY WELDERS CERTIFIED BY THE LOCAL AUTHORITY. I) ALL WELDING ELECTRODES SHALL BE E70XX OR SHIELDED WIRES WITH FY>70KSI J) PROVIDE 2X2X3/16" PLATE WASHERS ON ALL FOUNDATION ANCHOR BOLTS. 8. LOGS/CUT TIMBERS A) LOGS SHALL BE DELIVERED WITH CERTIFICATIONS AND STAMPED BY GRADING AGENCY. B) LOG STRUCTURAL VALUES SHALL BE AS FOLLOW: LOG SPECIFICATION Fb(psi) Fv(psi) FCII(psi) FCT(psi) E(psi) DF(N)#l/PREMIUM 1500 90 1000 600 1500000 ESLP PREMIUM 950 65 600 320 1100000 ESLP WALL LOG 550 65 350 320 900000 C) STAGGER WALL SPLICES SO AS TO PROVIDE LAP WITH LOG BELOW WITH (4) LAGS EACH SIDE OF SPLICE. D) USE (1) LOG HEADER MINIMUM WITH NO SPLICE OVER OR WITHIN 2'-0" OF OPENING. E) DIAMETER OF LOG SPECIFIED IS TO BE MINIMUM "TIP" DIAMETER PROVIDED. F) LAG SCREWS SHALL BE PROVIDED IN LOG WALLS AND LOG WALL ATTACHMENTS AS FOLLOWS: '/" DIAMETER LAG SCREWS: USE %" DIAMETER LAG SCREWS WITH'/2 MINIMUM COUNTER SINK AND COMPRESSION SPRINGS FULLY COMPRESSED AT EACH LAG, AT 48" O.C. UNO. 'PRE -DRILL LOGS BEFORE INSTALLING SCREWS AS FOLLOWS: TOP LOG ='/" DIAMETER THROUGH. BOTTOM LOG = 15/64" DIAMETER A MINIMUM DEPTH OF 4-1/2". MINIMUM LAG EMBEDMENT = 4" G) WHERE THREADED ROD IS CALLED FOR IN ANY WALL, IT SHALL BE THE RESPONSIBILITY OF THE OWNER'TO MAINTAIN A SNUG FIT BETWEEN THE BOLTIWASHER AT THE TOP OF THE LOG AND THE TOP LOG FOR THE LIFE OF THE STRUCTURE. FAILING TO DO SO MAY RESULT IN EXCESSIVE DEFLECTIONS OF LOG WALLS DUE TO DESIGN LATERAL LOADS. 9. DESIGN LOADS A) ALL DESIGN LOADS ARE PER UBC CHAPTER 16, DIVISIONS I, II; III, AND IV U.N.O. B) ROOF LIVE LOAD/SNOW LOAD: 20 PSF C) SEISMIC ZONE: 3 D) WIND SPEED: 75 MPH EXP B PROJECT ,Tohv�sevn ENGINEER DESIGN OF CknCK-a► Roo -C DL Roof- LL Michael Hubley CIVIL ENGINEER Loo cl S --�E 3. O\ Roo-F;�n� 2 , S Psi ply 2 .S FYC',n9 -IhSu►G-1ior% 1 s Citi m%SC. 2.S os� 2 O Ps .C- ( 1 to P s f Wv ,ere, WWI C) L. I S ?S �F I oo� LL L4 O s �' P > sem, ; Cr . M ct (2. dao �b P ono ; b wG�i(0 C 100 Ir (1) — ( 15 -6 -7 -AI) o ps 1997 UBC Static Seismic Forces VerTech Engineering Project: Johnsen Residence Comments: 0 Date: 3/22/01 Units: Kips & Feet (UNO) Zone = 3 STORY HT Soil type = Soil Profile Types 1 =' 1 Importance Factor Table 16-K R = 5.5 Overstrength and Ductility Factor Table 16-N or 16-P Ca = 0.36 Seismic Coefficient Table 16-Q Cv = 0.54 Seismic Coefficient Table 16-R hn = 23 . HEIGHT TO ROOF) Ct c =.020 FOR ALL OTHERS P = 1 Reliability Redundancy Factor' = 2-20/(r"sgrt(Ab)) TA = Ct(hn)-' r- max element/story shear ratio Max TB = 1 WTA 1<p<1.5 <1.25 for SMRF =1 Zone 0,1,2 VEQ = (CVl-M1(R•T) Ab= ground floor area of structure Ft = 0.07•T•V (If T<.7, Ft=O) = EQ Cvl/RT = 0.4674 . 0.4675 V/W: VEQ = 54.3 54 V: Ft = 0.00 LEVEL STORY HT ���,F�•Y�Lill:� VEQ Z VEQ MOT LEVEL STORY HT HEIGHT WEIGHT HT. X WT. VEQ Z VEQ MOT Diaphragm ROOF 14 23 68.8 1582 15.0 15 210 15 10th 0 9 0 0 0.0 15 210 0 9th 0 9 0 0 0.0 15 210 0 8th 0 9 0 0 0.0 15 210 0 7th 0 9 0 0 0.0 15 210 0 6th 0 9 0 0 0.0 15 210 0 5th 0 9 0 0 0.0 15 210 0 4th 0 '9 0 0 0.0 15 210 0 3rd 0 9 0 0 0.0 15 210 0 2nd 9 9 47.4 427 4.0 19 381 9 1st 0 0 0 0 0.0 19 381 0 11 b.Z I ZUU9 1997 UBC Wind Loads VerTech Engineering Project: Johnsen Residence Date: 3/16/2001 Comments: Wind Speed: 75 mph Importance: 1 Elements Exposure: B Enclosed and Unenclosed 'Structures ❑ One story or Partially Enclosed Multi-StDryStructure Slope -11.7 -13.5 -14.3 Primary Frame Elevation Elevation Elevation Method A -15.2 -17.7 25 30 Windward Wall . . ............ ...................................................................................................................8....3..-..............................8.8 .............................2 LeewWall 5.2 ...... -5.5 l.. Ci4.................................... Wall Comers -13.5 10.8 -15.6 12.5 -16.5 13.2 ................. Leeward or Flat Roof. ............................................................................................................ -6.3 -7.3 ........................................................ -7.7 Windward Roof ........................................................................................ to 7:12 23.3 -27.1 -o ...................... -28.6 .......... Slope <212 -6.3 . . ........ . .......... -7.3 ........... .... .... ... .. . ........ -7.7 ...2:1.. . ........ . . .. .... .... .. . .................................................................................. 2 :12 . -9.4 3 1 1 2.7 -8.. .......................... 9 .9 3.3..... ........ ... ou.0 ............................. ......................................... ............... �..i ......................... 4.1 2 w ............ ******** ....... : ................ .i.e ................................................. ..................... ............................................................... 6.3 7.3 7.7 ............ . ............................................................................................................................................... Wind fiqg.e........................................ . T� ................. .... . ....... ; . 7 .7 ........................... Method B On Vertical Projected Area Structure <= 40111i� 1.1.1 ....................... 1.3...5 .................. .. .. .... .. .. .. ..... 1.4...3 ............ ................................................................................................................. re 12.6 14.. 6... .......................1.. .... . ....... On i4WZ6niw .3 . ................ 7.5......74 - i... .... .... ......................... n uity not in areas eas of discontinuity lwieWiand Components Wall Elements trucures All structures 10.8 12.5 ...... ... 13.2 ........... ........ ......... ........... ...... .......................... .. .......... 1 0 .8 ErcIosed and Unenclosed Strucures ------------ ......................... .............................................................. 12.. 5 1 .. 3. 2 .... -14. -16.7 -17 . 1 - 1 -- .7 ---- 11.7 ............. .........................................................................-11.7 Walls -T!AR�! ................................................... ................................................................................................................ *Roof A3.5 13.5 -14.3 14.3 Elements Enclosed and Unenclosed 'Structures Slope -11.7 -13.5 -14.3 ........................................................................................................................................... ............................. ' - .. .. .... to 12:12 1..1....7 ..... 1.11 1.1.5 ...... 1.3..5 ..... -14.3' ..... 14...3.'... .... .... ... ..... Partially Enclosed -15.2 -17.7 -18.7 ..SloM:!2:.19 :12 to 7:12 14.3 7.2 ......... . . 1.6...7 .................................................... .. .... .. .... . ... . .... . 1 . 5 . .2 ...... 1 . 5. .. >7:12 . . .. .. to .. 12:12 . . . ............................................................... .........-15.22 -17.7 17.7 .. .............. ...... .... -18.7 18.7 ................. .. ........... ............ .... .. .. ....... ..... ..... ..&;i�ents .an .d .. Components . . . in areas of discontinuity Wall Comers -13.5 10.8 -15.6 12.5 -16.5 13.2 ................. .... ............ .... ........... .... ............................... Eaves, rakes or ridges without overhangs .4�Wiffi 2...0..6.... ....................... 24..0 Slope.:!i?19 .... . ..... ............................................... -25.3 ........................................................................................ to 7:12 23.3 -27.1 -o ...................... -28.6 .......... 12 to 2 .................................................................................... ....................... i ................................................................................ .......................................................................... 7111---111-1-11-- ........... .1 ................... lope <212 at overhangs, canopies -25:1......................... ..... I ............................................... overhangs: canopies ........... 29..............................2 . ......... 30................8 + PROJECT VERTECH ENGINEERING ENGINEER ft DESIGN OF 0 0 AL ��✓0 SIT /�0�' ��vt= L S? ,awe y/� I 3 4 PROJECT �O/��hS�� ENGINEER N-T/,A_ ^`� DESIGN OF L_ QAcxq A Michael Hubley CIVIL ENGINEER 6/ T s , P2 141"o- 04 PROJECT Michael Hubley ENGINEER- CIVIL ENGINEER DESIGN OF cxAcm-o, N 0 p2 t'D a 6 Johnson Residence Lateral Load Tabulation Roof EQ 15000 Ib(ult) Roof Wind 209 plf First EQ 4000 Ib(ult) 1st Wind 105.3 plf Roof Area 2800 First Area 1537 EQ EQ Wind Wind EQ Load EQ Load Sum Wind Wind Sum Control Roof Floor Roof Floor (W.S.) (W.S.) Load Load Line _ Trib Trib Trib Trib Roof First. Roof First 1 517 195 14.5 14.5 1978 362 2341 3031 1527 4557 4557 3 1400 760 30 20.5 5357 1413 6770 6270 2159 8429 8429 4 0 48 0 15 0 89 89 0 1580 1580 1580 5+6 883 534 24 17 3379 993 4371 5016 1790 6806 6806 A 1400 1100 23 23 5357 2045 7402 4807 2422 7229 7402 B 1400 437 23 23 5357 812 6169 4807 2422 7229 7229 1 0 VerTech Engineering j Z Project:. � Page: Engineer: -T4 Date: asign of: Shear Walls Framina 1210 r� 1�3z (41f Resistive A35 Sill A35 Clip Lateral Wall Attachment Attachment Nailing Load Length Lenath Lencith Wall L2 u m u A -R 5357 24 24 ...-.24.- 4A A-2 2 ............_....7402...__..........._ 3X 21 .......... .................. 21 - B -R---......_....._5357 _..._..._16...._... ........ .... 16 16 B-2 7229 22 22 "'-*---22 ....._. 1-R _ _ _3031_.__... _......22.5._ .._.._22.5........._...22_x_5 62X .._.. 1-2 4557 12 ..... 1.2 12 ......._...14..__..... 12 __._...14._.._ 3-R 6270 5.8 _..... 1.18 _ _ ._.._..._ 4483 3-2 8429 10.5 10.5 10.5 4-2 1580 12 12 .......... 12 - -- 5+6-R 5016 19 ........--19 ...................__19__...... 120 Y - 6.00 _ 5+6-2 6806 20 20 2X 1210 r� 1�3z (41f �v �t�aq 19060 - DVC-" N 4 Tr� �e- S G -Q . ro . A(?v WliqO 1-wJ . 5/8" Dia. Sill A35 Clip Load/ft Edge Nail Sill Plate A.B. Spac Nailing Spacing ILm 0n) lsize u in u 2236 2X 5.24 9.9 2.02 352 _....._.._....4_. 3X 4.26 6.2 1.28 _ 3354 2X ._...._...._.......__._._.....__.__.. 3.50 6.6 �_. 1.34 _.. _ .....329..._......_......4-- ........ ........ .._.._6 x.._...._._1.37 135 62X _._._............_........._........__..... 6.00 _. __..._.._ 16.3 _ . 3.34 __._ _ ...... 3804 3X .............. 3.96 _ 5.8 _..... 1.18 _ _ ._.._..._ 4483 3X ._ ............. 3.36 4.9 1.00 _ 803 3/2 3X ^ Y �. 1.87 ^ 2.7 T 0.56 y� 132 6 2X Y - 6.00 _ 16.7 3.42 264 4 2X 4.43 .3.44•-_. � 8.3 .. 1.7_0 ~_1.32 340 4 2X......._. 6.5 �v �t�aq 19060 - DVC-" N 4 Tr� �e- S G -Q . ro . A(?v WliqO 1-wJ . 0 /S VerTech Engineering Project: - TAW �n✓'a Page: Engineer: Date: Design of: Shear Walls Stability Overturning Overall Gravity OT OT Righting Net Segment Segment OT Righting Net Length Load Height Moment Moment M/D Length Height MMT MMT M/D Wall uI( tM u I&L JLL u u u (ft -lb) Lbs u _...A-R�60 _150 _ 9 ....._.._........._.._.......__ 48213 ..............__.............__._.........................._.._...__......._._ 270000 -3246 8 ........... 9 ............ _..__.....__.. 16071 4800 1469 __.—._..... A^2 _ 60 150 14 103628 270000 -2323 3 8 8459 675 2617 B -R 41_....._. .__150 _.._ 9._...... _._ 48213.._ _ 126075... _.=1592......__.....4 ......................9......_.......12053 _1200 _ B-2 41 _150 14 101206 126075 -299 _ 4 15 _19715 1200 _2743 _ 1-R 30 150 927279 67500 __.._._..____.. -1116 _..................._ ......_. 0 _ _ 0 ..... 0 _ _._ 0 - _4659 #DIV/0! _ 1-2 24150 14 63798 43200 1038 6 9- _ 20507 _ 2700 ___._._....._... 3013 3-R 14 150 _ 9_ 56430 _ 14700 3086 0 0 0 _ 0 #DIV/0! 32 14 _ 250 _ .. _ 14 _ _ _118006 24500 _ _._4 _....._.... 6854 _.__..___.._...._._..._ 7.5 _ 9 __....._.... _ ... 54186 _._ � 7031 6381 4-2 _ 12 ....._200 9 14220 14400 105 0 0 _ 0_� _ _ _ 0 _._ #DIV/0! 5+6-R 22 175 9 38016 42350 -5 3 9 7128 788 2140 _ 5+6-2__ _ 22_ _200 _........ 14_ 95284._ _ 48400__ __ 2351 3 14 14293 900 4494 PROJECT Z-olny,se, sr, VERTECH ENGINEERING ENGINEER A� • nCCIt`-AI n l -,fns/ ►t. / gs Ly rJ2 1:J3 F� 1 �— 63 62 I _ 0 u PAGE DATE 3 rPROJECT �o�v�cf�Ll VERTECH ENGINEERING PAGE ENGINEER f-\� / M DATE DESIGN OF (n�rCAV b i-+ IM4 -o - — E3 - — 03 p 0 C,1 Z 8►S 51a6 on TO& C ,C,C,n,A Floor . -1 1 Q PROJECT ` -oV-) n se,,tn ENGINEER AS MH • DESIGN OF Uray i 0 VERTECH ENGINEERING PAGE /6 DATE 3 J4O 1 B 1 - 2'nJ 1-eveA 3+ mom' Supe+ 132 - 63 - M CoSS l -C+ -16 v = 23371- 16 F_T = 2S(o ,c 10" lb -i,,,i 2r,d leve 1 Mas4er &Actor,, L = 13'' Tr1 b = 15 � m 16 v = r 3�O21GJ� i�SZ I—V i - 2r1c1 Level Kikchevl L-= ►-+' TY; - 133/14 M = 2HI b3C -�'+ -16 NJ = Li04Gi 2 ►b E7F- _ � 82'-4 xr'- 3 `/z x IS uv L- 6� < } } esad�c- M = 2(0Z - -4 -16 2 S S %6 El - yx►c�� L = �5'/2' Tib - ZD'iZ' �- PROJECT O `6CY) ENGINEER A7./MH • DESIGN OF Gro VERTECH ENGINEERING PAGE DATE O S - Pacc- l Ovcx- 1 orifi Girr8 e� .J (Well V = Ig251b CAx-'� bF�1 . B (o - 2Kd M a sl-cr �ec1 rvorY, Ca ► rdu' L = �' TY;b = S 3/y � M= 1-500 -�A-16 = G(bb 16 y`2) -DF 2 '�j�- 2 n c� L a� ►� U � r�.� L b M = 2Gs2 -4-16 13►3 16 L4 ,c $ DIP tA Z V6 — 2nd LarAn9 St,ppor+ L = 11 A, ' T. L= 1 CO" 2 520 \\o EZ= L41 1 x 1o'�o Ib-I'n Cox 10 OF -OL 04 Y PROJECT -lolr11n5etrl UERTECH ENGINEERING ENGINEER Al • DESIGN OF GY-01,/A - S9 - 'IV -'d 6DcQgG 6 � r -&r L = 22' m = GO -7S -4-1b 15 V6 16 F -T a(O2 x 1 0'0 Cox 12 of # 1. BSO - GoragQ "-e G&— . L- = 1(0' ET- yoax ►o'° 1e_;n2 (o IK to oF-41 PAGE /V DATE 3/011 Tri �o = 31 (0It 81 1 - Garoge, Ove6xa8 Ptam L = 21 " -r,'b = 1` *1 -* 5 ►/Qj x 2y V--- V y C, L S l3l 2 - Caaro9b 4--f-. pLCJfl' M =.5010 \/._ 1 1-1116 C-1- I 1 C x log 10-;n2 LA � l?) 0 F#.1 TY; b = (o PROJECT �O%Y15PX1 VERTECH ENGINEERING PAGE ENGINEER /��� M DATE 3/O\ 0 DESIGN OF Grav � + 0 C31 -?5 - 2,8 '�71oor G lv8ed ,r Tr�-b = i i/2�-"co 15' moo' M= 22 HLH t6 q' -.vi-a\\ i ��` = y c� ►'/z) + 2005 = 3(00 Pl P 5'/,a x 12'' 2 y V- v L4 GL -8 GILA — 2,,8 CaaracAe/ CGir&r L= 12,' qo) -W-'M �ADoL = G'��'c�o) �5� ��.2o i ►�) q Cls = 51`�P�� _ °►' ►='(gyr(D), 1 s C 20) _ (ob0 P1 mp C6 C616 2. COSI I , S - 'J y:)G yZ 0 r PROJECT �OIr1�n�CX1 ENGINEER AT 104 DESIGN OF C�rc�►y i VERTECH ENGINEERING PAGE Zo DATE ;�l S,,,P �- L = 12 Vz' Tr; b - S P E_ _ -ICAI xlo10 16-;n2 S VS x I C)'/:2 1' -214F- \/L4 GL -G ET 0co Ib -1 v,'- x or 5 '�a x 10 2y F- V Ll GLS B I -I- Pot -6 r tai rcAtx- Tn b = to"O H x `b Q'F 0, 2- e g 1 s 2,.., c-1 StApi or k L= I 19 � � yxly oF1 -T %. 6 = Z flooy ?I Ns 252016 poirA- Io08 V vv . u PROJECT ENGINEER1 f l DESIGN OF GrG'V VERTECH ENGINEERING PAGE DATE FG -1 M= 21IL4-16 V ET ► ► X �o `� Ib-►rZ I I-7/� T _ 1 pro kip F72- 1/2, � = 2yOih �Z = q Fj3 L IGS M = 5200 _R -16 v - cogZ -T PRo 15� C , ./ 6 c L . h1 = ► 800 -Pi -1b EZ = G3 x10'o Ib-\v„z 1 I We -t-j t pV-0 \'6 0 el 111,05, 1 p. c ��� �,yl PAGE PRo�ECT VERTECH ENGINEERING ENGINEER M N DATE 3b • DESIGN OF M = 3003 Ali -11, Cal Co % b _�- 201 x106Ib-;�2 ISO py-c> t SO v .I ��� 0, C , M = c� �3 -�� - ► I� or FTt - L = I G' M = 2125-4-I6 I = ►-A 1-1 16 ES 11-1 x t0 Ib -.',-,2- 11 11 -rj I p 1950 .ed 1lv 01c � 1 1 Beam Sizer Design Program VerTech. Engineering Project: Johnsen Date: 3/26/2001 Location: Floor Giber ❑ valley Beam Slope of roof 0 :12 Select Beam Width 3.5 in Dead Load 10 psf[ DFL #1 Dimensional [I Member Horiz. Member Live Load 40 psf TULL Defl. Criteria (U) 240 360 Fb' 1148 psi Length of Beam 19 ft Fv' . 95 psi Width tributary to beam: 13 ft Unbraced Length 1 ft Height Required 10.9 in CD 1.00 CF 1.00 A Req'd 37 in^2 CM 1.00 Cv 1.00 S Req'd 69 in^3 Ct 1.00 Cfu 1.00 1 Req'd 125 in"4 Cf 1.00 Cr 1.15 Controlling Design Bending CH 1.00 Cc 1.00 CL 1.00 Fbe= 33978 le= 2.1 RB= 4.7 Fb*= 1150 Total Uniform Load 650 pif Mmax 6581 ft -Ib 0 shear at d from face? Vmax 23371b El Req'd 256 *10"6 #-in^2 SI Gluelam Beam Properties VerTech Engineering Fv= Fbtt (psi) Fv (psi) 24FV4 B 2400 165 I S M V 1.75 B (in) D (in) A (in ^2) 1(in^4) S (in ^3) M (ft4b) V (Ib) 51/8 9 46 311 69 13838 5074 51/8 10.5 54 494 94 18834 5919 51/8 12 62 738 123 24600 6765 51/8 13.5 69 1051 156 31134 7611 51/8 15 77 1441 192 38438 8456 51/8 16.5 85 . 1919 233 46509 9302 51/8 18 92 2491 277 55350 10148 51/8 19.5 100 3167 325 64959 10993 51/8 21 108 3955 377 75338 11839 51/8 22.5 115 4865 432 86484 12684 51/8 24 123 5904 492 98400 13530 51/8 25:5. 131 7082 555 111084 14376 51/8 27 138 8406 623 124538 15221 51/8 28.5 146 9887 694 138759 16067 51/8 30 154 11531 769 153750 16913 63/4 9 61 410 91 18225 6683 63/4 10.5 71 651 124. 24806 7796 63/4 12 81 972 162 32400 8910 63/4 13.5 91 1384 205 41006 10024 63/4 15 101 1898 253 50625 11138 63/4 16.5 111 2527 306 61256 12251 63/4 18 122 3281 365 72900 13365 63/4 19.5 132 4171 428 85556 14479 63/4 21 142 5209 496 99225 15593 63/4 22.5 152 6407 570 113906 16706 63/4 24 162 7776 648 129600 17820 63/4 25.5 172 9327 732 146306 18934 63/4 27 182 11072 820 .164025 20048 63/4 28.5 192 13021 914 182756 21161 63/4 30 203 15188 1013 202500 - 22275 MicroLams Fb= 2800 psi Fv= 285 psi B H A I S M V 1.75 9.25 16.2 115.4 25.0 5823.0 3075.6 1.75 11.875 20.8 244.2 41.1 9596.9 3948.4 1.75 14 ' 24.5 400.2 57.2 13338.9 4655.0 1.75 16 28.0 597.3 74.7 17422.2 5320.0 1.75 18 31.5 850.5 94.5 22050.0 5985.0 Note V = 2/3"A'Fv, M = Fb'S 6 Zy Timber Beam Section Properties VerTech Engineering Fb Fv Douglas Fir Larch #1 1000 95 Dimensional Fb Fv Douglas Fir Larch #1 1350 85 Beams and Stringers M=Fb'S, V=2/3'A'Fv B (in) H (in). A (in ^2) 1(in ^4) S (in ^3) M (ft -Ib) V (lb) 2X4 1.5 3.5 5.25 5.36 3.06 255 333 2X6 1.5 5.5 8.25 20.80 7.56 630 523 2X8 1.5 7.25 10.88 47.63 13.14 1095 689 2X10 1.5 9.25 13.88 98.93 21.39 1783 879 2X12 1.5 11.25 16.88 177.98 31.64 2637 1069 2X14 1.5 13.25 19.88 290.78 43.89 3658 1259 4X6 3.5 5.5 19.25 48.53 17.65 1470 1219 4X8 3.5 7.25 25.38 111.15 30.66 2555 1607 4X10 3.5 9.25 32.38 230.84 49.91 4159 2050 4X12 3.5 11.25 39.38 415.28 73.83 6152 2494 4X14 3.5 13.5 47.25 717.61 106.31 8859 2993 4x16 3.5 15.5 54.25 1086.13 140.15 11679 3436 6X6 5.5 5.5 30.25 76.26 27.73 3120 1714 6X8 5.5 7.5 41.25. 193.36 51.56 5801 2338 6X10 5.5 9.5 52.25 392.96 82.73 9307 2961 6X12 5.5 1115' 63.25 697.07 121.23 13638 3584 6X14 5.5 .13.5 74.25 1127.67 167.06 18795 4208 6X16 5.5 15.5 85.25 1706.78' 220.23 24776' 4831 8X8 7.5 7.5 .56.25 263.67 70.31 7910 3188 8X10 7.5 9.5 71.25 535.86 112.81 12691 4038 8X12 7.5 11.5 86.25 950.55 165.31 18598 4888 8X14 7.5 13.5 101.25 1537.73 227.81 25629 5738 8X16 7.5 15.5 116.25 2327.42 300.31 33785 6588 8X18 7.5 17.5 131.25 3349.61 382.81 43066 7438 8X20 7.5 19.5 146.25 4634.30 475.31 53473 8288 10X10 9.5 9.5 90.25 678.76 142.90 16076 5114 10X12 9.5 11.5 109.25 1204.03 209.40 23557 6191 10X14 9.5 13.5 128.25 1947.80 288.56 32463 7268 10X16 9.5 15.5 147.25 2948.07 380.40 42795 8344 10X18 9.5 17.5 166.25 4242.84 484.90 54551 9421 10X20 9.5 19.5 185.25 5870.11 602.06 67732 10498 10X22 9.5 21.5 204.25 7867.88 731.90 82338 11574 12X12 11.5 11.5. 132.25 1457.51 253.48 28516, 7494 12X14 11.5 13.5 155.25 2357.86 349.31 39298 8798 12X16 11.5 •15.5 178.25 3568.71 460.48 51804 10101 12X18 11.5 17.5 201.25 5136.07 586.98 66035 11404 12X20 11.5 19.5 224.25 7105.92 728.81 81991 12708 12X22 11.5 21.5 247.25 9524.28 885.98 99673 14011 12X24 11.5 23.5 270.25 12437.13 1058.48 119079 15314 12X26 11.5 25.5 293.25 15890.48 1246.31 140210 16618 12X28 11.5 27.5 316.25 19930.34 1449.48 163066 17921 12X30 11.5 29.5 339.25 24602.69 1667.98 187648 19224 12X32 11.5 31.5 362.25 29953.55 1901.81 213954 20528 VerTech Engineering, Project: Engineer: esign of: Roof Framing Roof Loads DL= 16 psf LL= 20 psf Page: Date:- 1 Roof plywood: 1/2" CDX APA rated (32/16) plywood or OSB equivalent. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 12" O.C. field. Edge nail at gable end trusses, drag trusses, frieze -blocking and all supported edges. Trusses: Rafters: Spacing = 24" o.c. Loads: T.C. Live Load = 16 psf T.C. Dead Load = 9 psf B.C. Dead Load = 7 osf Total Load = 32 psf Live Load = 16 psf Dead Load = 16 psf Total Load = 32 psf Typical Headers (uno) Use 4X10 DF#1, use (2) trimmers min. at all openings larger than 4'-0". F] VerTech Engineering Project: d Engineer: Bsign of: Floor Framing Floor Loads DL= 10 psf LL= 40 psf Page: Date:U Z(a Floor plywood: 3/4" T&G APA rated plywood or OSB equivalent. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O:C. edge and 10" O.C. field. Edge nail at boundaries, drag members and at blocking over and under interior shear walls. Floor Joists: Use manufactured "I" joists (such as Truss Joists), and install per manufacturers recommendations using U480 deflection criteria. Use manufactured rim board such as TimberStand with all "I" joists. Use a double rim board at all locations where ledgers are installed at the rim (such as deck ledgers). Use lumber joists sized per UBC Table 23 -IV -J-1 using E < 1.6. • <T PROJECT SCy -,ev VERTECH ENGINEERING ENGINEER MH DESIGN OF u PAGE -t I. DATE :5/(o C. 2- z • 13 3iy �) ( 5 o p s -r) >_u C 3'/2')C Sops-�1 —� �43r 6 Lu = °l" LI x B F3 �. - C G,�z , • -7 V2 sops -r) Lu � H x H 'F2 P .50 f7 -27200 k6 LA 60",/T, X�4 PIC) CCo L .9 x X1.45 (.0 x Qo � G 8 2 (I 1-1-) Vb -a► 23 rj L4 16 Lu = H �2 PROJECT �0�1n S�'ir1 ENGINEER MVA 1 VA • DESIGN OF Gx-O,-! A VERTECH ENGINEERING cq -- rl 1 516 ( Q gIti) P-3 G10 - Vgi2 F 2-,g5 PAGE DATE C 112- I z (5dP S-') ---w Lu =�xt> F3 Ll lis LU = 3? x 3 2� Timber Column Design Values Per NDS 3.7 VerTech Engineering 4X DF-L(N) #1 Fc E d KCE c 1000 1600000 3.5 0.3 0.8 Stability Reduction Column Capacity (lbs) le (ft) Cp Fc' (psi) 4X4 4X6 4X8 4X10 4X12 5 0.83 829 10156 15960 21763 27567 33370 6 0.73 733 8975 14104 19232 24361 29490 7 0.63 625 7656 12031 16406 20781 25156 8 0.52 523 6409 10072 13734 17396 21059 9 0.44 436 5347 8402 11458 14513 17569 10 0.37 366 4484 7047 9609 12171 14734 11 0.31 310 3794 5961 8129 10297 12465 12 0.26 265 3241 5092 6944 8796 10648 13 0.23 228 2795 4392 5988 7585 9182 14 0.20 199 2432 3821 5211 6600 7990 15 0.17 174 2133 3352 4571 5790 7009 16 0.15 154 .1885 2963. 4040 5117 6195 17 0.14 137 1678 2636 . 3595 4553 5512 18 .0.12 123 1502 2360 3218 4077. 4935 19 0.11 110 1352 2125 2897 3670 4443. 20 0.10 100 1223 1922 2622 3321 4020 21 0.09 91 1112 1748 2383 3018 3654 22 0.08 83 1015 1595 2175 2755 3335 23 0.08 76 930 1462 1993 2525 3057 24 0.07 70 856 1344 1833 2322 2811 25 0.06 64 789 1241 1692 2143 2594 26 0.06 60 731 1148 1566 1983 2401 27 0.06 55 678 1066 1453 1841 2228 28 0.05 52 631 992 1352 1713 2074 29 0.05 48 589 925 1262 1598 1935 30 0.04 45 551 865 1180 1494 1809 t k,,4d Timber Column Design Valu,, Per NDS 3.7 VerTech Engineering 6X6 DF-L(N) #1 Fc E d KCE c 1000 1600000 5.5 0.3 0.8 Stability Reduction Column Capacity Obs) le (ft) Cp Fc' (psi) 6X6 6X8 6X10 6X12 5 0.94 943 28511 38879 49247 59614 6 0.91 912 27586 37618 47649 57681 7 0.87 872 26373 35963 45553 55143 8 0.82 821 24841 33874 42908 51941 9 0.76 761 23015 31384 39753 48122 10 0.69 694 20989 28621 36253 43886 11 0.63 625 18906 25781 32656 39531 12 0.56 559 •. 16902 23048 29194 35340 13 0.50 498 15061 20538 26015 31492 14 0.44 444 13421 18302 23183 28063 15 0.40 . 396 11984 '16342 20700 25057 1,6 0.35 355 10734 14637 18541 22444 17 0.32 319 9650 13159 16669 20178 18 0.29 288 8710 11877 15044 18212 19 0.26 261 7892 10762 13632 P16502 20 0.24 237 7179 9789 12400 15010 21 0.22 217 6554 8937 11321 13704. 22 0.20 199 6005 8188 10372 12555 23 0.18 182 5520 7527 9534 11541 24 0.17 168 5090 6940 8791 10642 25 0.16 156 4707 6418 8130 9842 26 0.14 144 4365 5952 7539 9127 27 0.13 134 4058 5534 7010 8486 28 0.13 125 3782 5158 6533 7909 29 0.12 117 3533 4818 6103 7388 30 0.11 109 3308 4511 5714 6917 �a VerTech Engineering Project: 0 Engineer: n of: Foundations Soil Bearing: 1000 psf Concrete stem wall (Non -retaining): (fc'=2500 psi) 8" wide with (2) #4 continuous at top of wall and #4 at 18" O.C. full height. Provide #4 at 18" O.C. vertical developed by hook into footing, U.N.O. Masonry stem wall (Non -retaining): 8" solid grouted (fm = 1500 psi) with #4 at 24" O.C. each way. ntinuous footings: (fc' = 2500 psi) Width Thickness Ca I Reinforcing 12 12 1000 (2) #4 cont. 15 12- 1250 (2) #4 cont. 18 12 1500 (3) #4 cont. 24 12 2000 (3) #4 cont. 30 12 2500 (4) #4 cont. Spread Footings:(fc'=2500 psi) Reinforcing Cap. Connnector Label Size Thickness Ea Way Kips Simpson F1 1'-0" Sq. 12 (1) #4 1 PB F1.5 1'-6" Sq. 12 (2) #4 2.25 PB F2 2'-0" Sq. 12 (2) #4 4 PB F2.5 2'-6" Sq. 12 (3) #4 ` 6.25 PB F3 T-0" Sq. 12 (4) #4 9 CB F3.5 3'-6" Sq. 12 (5) #4 12.25 CB F4 4'-0" Sq. 12 (5) #4 16 CB F4.5 4'-6" Sq. 12 (6) #4 20.25 CB F5 5'-0" Sq. 12 (7) #4 25 CB F5.5 6-6" Sq. 12 (5) #5 30.25 CB F6 6-0" Sq: 18 (8) #5 36 CB F6.5 6-6" Sq. 18 (9) #5 42.25 CB Page: Date: Note: Bottom of each footing shall be at least 12"-18" below finished grade as per local requirements. • f + I ass Q` � � `�'• B `ti:! ` y I IA O `4______-��--------------,----- �0,; . y 17 I / :065.31 1'.IAe/en Conal /wrow. Loco1/on) I / % i a I 24 '•��!! O 3AC I h o/2i3! y O a. I O 40ASI 4p I h T AV#S. E 3 4Q 219!.32 !! `1� Q z:. I L pupH ... r. 3" 2 r I 1OQ 1 53 I s - - - 3 v 69 I 34 40At= 3 1 (�� 1•m =a (7O a O r �� I 13� !AY / 87/89 s• L1� 1 �'�� 40.30AC sr7.sowc ' 2217.97 I ` (� 83 135.71 As zo i • '' ? I ey°�Q pM 136-37/404 R/ 47- I •. ' � � C� 6. • `. _ N4L? RS 127--84 v 9 1839. 1-15 2. 2;35.62 lt2/ wILLOM _- 1N _ _.j�T44- 00 'f: I A/ O D71 104.56 AC p 40.0h, 40.01 Acft < ��0.0! Ac - , oI PM/09-10 (SEE 39-29,PCL 1925 s I J 1285.17 0 1286.26 3159.23 I ''fit' � •, ss.sc' , • . ?- ^ L ( 313.44AC ' 142.18 Ac REM PTN. acS 9524 AC. 34 i a /05.9/AC m 27AC. /+ S:a 1 S 6 2246.87 1.18 153.46 3894.5 - -_ , I 3/.64.48• 89' 59'! 2877.63 3/62.01 21 fS 41 66 O 112 32 Ac I 100.99Ac Q ;i 1 ►_ - 91.53Ac p 31�. I 2855.93 3162.01 AIN 12?- 73/751 t;. I J X --f293 76 1891.96 Qc 386.34 AC. I I y '!♦ZS� " 3 I 2= li 3= ki a I 349. IO Ac 1114.6X f _ O I as 969./ 2269.6 I 2 5 3 i7f ` I a 1 86.93Ac ~ /667. 9�3V P� ^I' m o ►08.66 In N I _ , 9 s3Z a . - ..--- IXI 9 23 1. I ? .0 15111132-82/84= 98.68Ac ^ = 0 1880.86 , 14A CH _+ _ARC_I�_ i�90 320 AC. h 98.38 AC. es r I 9Z.57AC y 20 AC 20AC I i• N 29 N ssoes M A 39 -20 RS 120- 53u A RS 78-4 DAYTON WEST 1557.31 Y289.3 .w �` :o BN/IC1C� ` 2757. 1299.3 [ ��' 6. .. - y r�T These parcels are for assessment purposes �� (c, QR iirh WCtli�. only and may. not,.consfifuls legal parcels. EDt,2-95 C�