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HomeMy WebLinkAbout039-490-006'STORM DAMAGE REPORT 39 James M. Bremner Ivri .0 4r W/S River Rd., I mi.N.of Ord Ferry Rd:, a p p, 1 2 2. rn i . S .. o f_ C h ic o. . R iye r. - Rd Chico Permit #2201-79B,P,E,M(restore 2 story brick house/SF) Permit #6-82B(Ist & 2nd renewal for permit #2201-79). 39-N9- Permitl#�137-83B(3rdrenewal/2201-79) � ,,�,��'�,� ��� 7/�/d� � '�,. ' 39- q-1- Permit#907-84B(4th &5th renewal/226'4.,' 17 Aj 5- 039 49-0-006 93-1096 B 'JAMES. .BREMNER, ,'9457 River Rd,Chico CONTR:1.Gus Gore orch cov p _/sf) 039-490-006 P4RMIT#95-139-5- BREMNER, James 9457 River Rd., Chico hdc'111 0 ' - /I /?_� Cont; North Valley Ready Mix New Nut --Processing & Stg 0:39-,yq-o _.039 _49.0-006• FARMS,. 'k PARTNERSHIP .9457 River Rd, .Dayton` , * 'APPLICATION FOR- DETERMINATION 919041X -2/27/9'1 r T(- ju'Xtd '1306-2423039490-006 COMMERCIAL K-Agricu;-ji'u'ral-bidgs �,A`G WALNUT PROCESSING"" 9457 RIVER RD' BREMNER, JAMES�E R. NELLJ M 9 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: 9457 RIVER RD Owner: Permit NO: B06-2423 APN: 039-490-006 BREMNER, JAMES E & NELL J Issued Date: 05/03/2007 By TMP Permit type: COMMERCIAL 9457 RIVER RD Subtype: Agricultural Bldgs CHICO, CA 95928 Expiration Date: 05/02/200 Description: AG WALNUT PROCESSING (530) 345-3771 Occupancy: F-1 Zoning: A-40 Contractor Applicant: Square Footage: BREMNER, JAMES E & NELI Primary SF 2nd Occ SF 3rd Occ SF 9457 RIVER RD 7,542 CHICO, CA 95928 4th Occ SF 5th Occ SF Total SF (530) 345-3771 7,542 :. FEE INFORMATION { Agricultural Building $1,432.84 Impact Processing DDS $50.00 Agricultural Building $2,149.26 SMIP - Commercial $57.02 Com Impact -Ind Warehouse $912.38 Com Impact -Sheriff Jai[ $37.71 County Impact -Industrial $2,234.79 FEMA Flood Zone Review $109.98 Fire Commcl Ping Rev Fees $84.00 Total Charged: $7,117.98 Fees Paid: $7,117.98 Impact Processing Auditor $50.00 Balance Due: $0.00 Receipt No: B493 LICENSED CONTRACTOR'S DECLARATION OWNER/ BUILDER' DECLARATION ` Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 05/03/2007 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractors Signature Date E]I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK AND THE STRUCTURE IS NOT INTENDED OR WORKERS' COMPENSATION DECLARATION - OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). ❑1 HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by �j I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED -' lfC�l CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). Carrier: Policy Number: Exp. Dale: (This section need not be completed if the permit is or one a hundred dollars ($100) ❑ I AM EXEMPT under Section B. 8 P.C. for this reason: I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' X 05/03/2007 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those ner's Signature Date provions. X 05/03/2007 (I I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Sig tune Date NTNG: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE NDRED THOUSAND DOLLARS $100,000 , IN ADDITION TO THE COST OF COMPENSATION, ( 1 injury, including death, and property damage caused t is arising out is a 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 use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the roperty ow` m authorized to act on the property owner's behalf. , c pw" �'S >%, ,, h ak— 05/03/2007 CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for I Name of Permittee [SIGN] 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 FILE COPY Lender's Address City State Zip ,.. BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.neWds "PLEASE PRINT CLEARLY" ARCHITECT/ENGINEER OWNER INFORMATION Name Last Name2W1 �✓ irst Name his Address v-6►r U State City Phone State C4 Zip 9-547 Phone 22) Fax JC J / E-mail Name ARCHITECT/ENGINEER CONTRACTOR Name Zt-� to -ey e OW114yG 4G Address Zp q2`O2 City Fax 3 State Zip Phone 3L Fax E-mail Lic. # Class ARCHITECT/ENGINEER Name . h Address z-li-G� City U 14n V State /�t Zp q2`O2 Pe J J Fax 3 E ail StateI se Number G APPLICANT SIGNATURE X r office use only: APPUCANT INFORMATION Name Flood Zone Address I Yes No CityState Cross Street O Type Const. VM Zip q Ph .5.3U 3L Fax_q4S 322) E-mail APPLICANT SIGNATURE X r office use only: PROJECT LOCATION Zoning – Flood Zone SRA I Yes No Occ. _I Cross Street O Type Const. VM Subdivision Name Policy Number Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT ( & 2 )1223 BP Description or Scope of PROJECT LOCATION AP#7 \ /) O� OL l/ Property Address Ll et, City , Cross Street O J 1 / rt r J am,,'k WORKER' COMPENSATION Policy Number W921 C ' �-L If biting anyone er than license contractors, a certr/rcate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: Sq FT- Living/ Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): K\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by—JID Amount: Receipt #,?- W q3 3 2 o Bldg GG Sheriff SMTP /4 2 Total REV 4-10-06 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buttecounty.net/dds PERMIT APPLICATION DATA SHEET Reference Number: B06-2423 Date: 10/12/2006 Location: 9457 RIVER RD By: TMP Parcel Number: 039-490-006 Sub Type: Agricultural B1dEs Owner Name: BREMNER, JAMES E & NELL J Phone: (530) 345-3771 Description: AG WALNUT PROCESSING The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No DRAINAGE DISTRICTS ❑ ❑ Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 ❑ ❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 ■ ■ mom f ❑ ❑ ❑ ❑ ❑ ❑ ❑ '❑ INEW City of Chico, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 PARKS & RECREATION DISTRICTS Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 SCHOOL DISTRICTS Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000 Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext:105 Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 Other: Other: Other: Signature of Property Owner: FILE Date: 10/12/2006 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 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. O Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY 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 hqp://municipalcodes.lexisnexis.com/codes/butteco/ Reference Number: B06-2423 Date: 10/12/2006 Location: 9457 RIVER RD Parcel Number: 039-490-006 Owner Name: BREMNER, JAMES E & NELL J Phone: (530) 345-3771 Description: AG WALNUT PROCESSING Signature of Property Owner: FILE Date: 10/12/2006 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 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 unders state law, contact the Department of Benerit 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 thier work personally or through thier own employees, without a license contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons prefessing 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 requir3ed 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 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 QLTO PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMENT. T RNO) 2. I"iAVE NOT) SIGNED AN APPLICATION FOR A BUILDING PERMIT FOR THE PROPOSED WORK. 3. I HAVE CONTRACTED WITH THE FOLLOWING PERSON (FIRM) TO PROVIDE THE PROPOSED CONSTRUCTION: ADDRESS CITY PHONE CONTRACTORS LICENSE NO_ 4. I PLAN TO PROVIDE PORTIONS OF THE WORK, BUT I HAVE HIRED THE FOLLOWING PERSON TO COORDINATE, SUPERVISE, AND PROVIDE THE MAJOR WORK: NAME ADDRESS CITY PHONE CONTRACTORS LICENSE NO 5. I WILL PROVIDE SOME OF THE WORK BUT I HAVE CONTRACTED (HIRED) THE FOLLOWING PERSONS TO PROVIDE THE WORK INDICATED: NAME ADDRESS PHONE TYPE OF WORK Description: AG WALNUT PROCESSING Reference Number: B06-2423 Applicant Name: BREMNER, JA�VIES E & NELL Signature of Property Owner: O Date: 0 /� �� Butte County Department of Public Works J. IYIICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 75965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds O O O 0 0 �� y National pollutant Disharche Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B06-2423 Location: 9457 RIVER RD Parcel Number: 039-490-006 Owner Name: BREMNER, JAMES E & NELL J Description: AG WALNUT PROCESSING Date: 10/12/2006 By: TMP Sub Type: AEricultural Bifts Phone: (530) 345-3771 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: &S,-" 1� Title: v 1'29 14 -1 1-2 -e'! FILE Date: 10/12/2006 F60] YANKEE\ HILL ROAD 62 176 420 AL 69 i T.21 N. R. 4E M.D.B. &M. II 21 69 Butte County Assessors Map . Book 58, Page 58 N01E These parcels are for assessment pwwm only and'may not consSfuts lap/ parcels 58-58 1•=1200, 70 72 73 BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 75965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B06-2423 Job Address: 9457 RIVER RD Contractor: Printed: 10/12/2006 5:12 pm Fee Description Account Number Fee Amount Paid Date Pmt Amt Agricultural Building N - Permit Fee 0010-440001-4210500-1010 $2,149.26 N - Plan Review Fee 0010-440001-4210500-1010 $1,432.84 10/12/2006 $1,432.84 County Impact -Industrial Warehouse -Fire Facility 1851-0-280-1011852 $299.41 Warehouse -Public Works Roads 1831-0-280-1011001 $1,353.90 Warehouse -Fire Veh/Egp 1851-0-280-1011853 $581.48 Com Impact -Ind Warehouse Warehouse -Sheriff Veh/Egp 1840-0-280-1011842 $82.96 Warehouse -Gen Govt Veh/Egp 1810-0-280-101001 $251.71 Warehouse -Sheriff Facility 1840-0-280-1011841 $42.80 Warehouse -Gen Govt Facility 1808-0-280-101001 $534.91 Com Impact -Sheriff Jail Printed By: Tammie Powell 1001-0-280-1011298 $57.02 79117.98 $1.9626.82 Balance Due: $5,491.16 At the time of permit application, I was advised the above fees are required prior ro issuance of the permit. These fees may be changed during the plan checking process. Signature: Date: 10/12/2006 Pursuant to Government code Section 66020, you are herby notified those items listed above may 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). 1800-0-280-1011811 $37.71 Fire Commcl Ping Rev Fees 0100-450001-4617237-1010 $84.00 10/12/2006 $84.00 FEMA Flood Zone Review 0010-440001-4210500-1010 $109.98 10/12/2006 $109.98 Impact Processing Auditor 0010-050-4617998-101001 $50.00 Impact Processing DDS 0010-440001-4617999-1010 $50.00 SMIP - Commercial Printed By: Tammie Powell 1001-0-280-1011298 $57.02 79117.98 $1.9626.82 Balance Due: $5,491.16 At the time of permit application, I was advised the above fees are required prior ro issuance of the permit. These fees may be changed during the plan checking process. Signature: Date: 10/12/2006 Pursuant to Government code Section 66020, you are herby notified those items listed above may been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). Butte County Department of Development- Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile www.buttecounty.net/dds ADMINISTRATION " BUILDING " PLANNING July 26, 2006 Jim Bremner Bremner Farms 9457 River Road Chico, CA 95928 RE: Non -Residential Impact Fees AP#039-490-006 Mr. Bremner In reference to your request for an adjustment for non-residential impact fees for a proposed 7500 square foot agricultural processing building located at 9457 River Road, Chico, CA, Director Snellings has review your letter of intent that states that the structure will be used during the normal walnut hulling and cracking season which lasts approximately three months and has instructed that the impact fees be adjusted. The total costs for the non-residential impact fees for the proposed 7500 square foot building would be $3,284.88 at this time. If you have any questions concerning this matter, please contact this office. Thank you Sincerely, i;/ AAlice Mefford Supervisor, Permit Center 3utte 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) 538-7785 Facsimile Butte County Interoffice Memorandum To: Scott Rutherford Manager, Buildi on From: Tim Snellins *;_� Director, Development Services Date: July 26, 2006 Re: Bremner Farms, Assessor's Parcel Number 039-490-006 Per the written request by Jim Bremner, Owner of Bremner Farms of California in Chico, that stated that the proposed 7500 square foot building would be used for walnut hulling/processing operation during "the normal hulling and cracking season in mid-September and continuing through mid- December", the Non -Residential Impact fees have been reduced to 25% of the industrial warehouse costs + the $100.00 processing fee. The costs of the impact fee will total $3,284.88, instead of $12,839.50 as originally calculated. 'FROM BREMNER PHONE NO., : 5303453771 Jul. 19 2006 05:35PM P1 FAX To: 538-2140 Date: 7/19/06 To: Tim Snellings Director of Development Services 7 County Center Drive Oroville, CA 95965 From: Jim Bremner Bremner );arms 9457 River Road Chico, CA 95928 (530) 345-3771 . Re: Impact Fees for proposed 7500 square foot ag processing building at 9457 River Road, Chico, California. . AN 039-490-006-000 Dear Director Snell* I want to add another building to my walnut hulling / processing operation which is Located approximately 9 miles southwest of Chico on River Road. The normal hulling and cracking season is three months long, beginning in mid-September and continuing through mid-December. Please advise me as to the impact fees that this proposed building will. require- Best Regards, James E. Bremner Office / FAX (.530) 345-3771 iu W In I N' 1 • lit• Inc I nm ISh _D ] C 1 10 9,9 -9,9 10 County I I ler. ce 1 11 _ 5,0 9,9 •� I ora ��� Ler est I 3827 04160804115166 n at-[ Offi mir III/( Hot County I Ispi )ay PH, ho. Commemiat/Sho in Center .dgi co Ar nm 'Sh L C - O.OJ ,' • 0.01 0.01 General O 0.03 0.03 0.01 1 9,9 10 •9,9 . 7.0300 6.1341 5.0167 10 _ ler. ce _ 1 5,0 Industrial 11 9,9 10 0.0122 0.0041 0.0111 0.0215 0.0326 • 0.3419 0.2837 0.1335 0.0227 0.0440 0.0667 0.7175 0.3600 0.7600 0.0204 0.0396 0.0600 0.8200 Other Non -Residential Other Non -Residential USt -Residential f ora Other Non -Residential IOU Inc ' Us 0.5500 0.2500 0.1020 0.1980 0.3000 3.0500 0.2890 0.5610 0.8500 81.2759 37.4875 10.7116 20.7931 31.5048 354.9537 44.6210 86.6171 111.2381 0.7604 0.3578 0.0760 0.1476 0.2237 11.9234 0.4106 0.7971 1.2077 35.7288 16.4541 20.2596 39.3276 59.5872 1005.6957 19.6603 38.1640 57.8243 159.7521 73.7318 41.1983 79.9733 121.1716 816.3363 87.6922 170.2261 257.9183 Chico Urban Area Chico Urban Area Commercial/ShoppingCommercial/Shopping Center CommerciallShoppino Center 0.5262 0.2424( 0.1632 0.3168 0.4800 0.2897 0.5623 0.8520 0.5163 0.2295) 0.1561 0.3029 0.4590 0.2731 0.5301 0.8032 0.4508 0.2004 0.1362 0.2645 -.0.4007 0.2384 0.4829 0.7017 ale[ I Offi CommerciallSho in Center 13.02 17.02 17.02 1. t. Ispi I rsir Ie/( Hot )ay Pm ;ho - General Office 0.01 0.03 O.OJ .5.i, th Tp- El. nm ISh LC 5.8118 6.5127 6.3425 1 9,9 10 9,9 _ 10 _ 0.1366 0.1208 0.1317 M_ 5.0 0.3570 0.4773 0.4578 11 9,9 Industrial 10 ua=t _ Industrial I ora Industrial Other Non -Residential 0.0122 0.0041 i 0.0111 0.0215 0.0126 I 0.2837 0.13351 0.0227 0.0440 0.0887 0.3600 0.1600 0.0204 0.0396 0.0800 ! Other Non -Residential OtheriNon-Residential fou O.OJ _ 0.01 - 0.03 Other Non -Residential Inc Us Mr - al -C Offi Other Non -Residential 1.61 1.61 Ispi rsir Ie/( Hot My Priv ho. - ,dg,' I th. Tp Pia nm ISn General Office Industrial General Office 0.6300 0.2800 0.8546 0.4273 0.8477 0.3989 Industrial 1 9,9 10 -9,9 0.7984 0.7984 0.1984 10 2.5591 2.5591 25591 ler.ee • 7.52 3.52 3.52 _ 0.0122 0.0041 0.2837 0.1335 0.3600 0.1600 Other Non -Residential 0.5500 0.2500 0.7604 0.3578 81.2759 37.4875 35.7288 16.4541 159.7521 73.7318 i 5,0 0.1829 0.1984 0.0775 O:4588 0.1829 0.1984 0.0775 0.4588 0.1829 0.1984 0.0775 O.dS88 Residential 2.1623 0.1984 0.1984 2.5591 0.1928 0.2976 0.7209 0.6113 Fees to be calculated and added to impact fees Fees to be wlwlated and added to impact fees Fees to be calculated and added to impact fees R-2, R-7 11 -9,9 7.2091 5.5031 150.2981 111.8001 354.6855 10 NCSP -Lonin R-1, R-2, R-3 ust R-1 _ R-2, R-3 I ora 10u Inc Us Lr est 1 Center al -C Ofh Ispi rsir Ie/( HOF My Priv ho. 0.4800 0.4590 0.4007 _ 9T. s ' rico i Ar FIN', - Fees EI :CTIVE 04115106Effecelve PerUnit no swT Fee N- if Units, Impact Fee Ordinance No: 3928 Date: FacilityMaterials a Ics ;3828 . General i� ire- _ ye qp -avan -oas acivon 3827 04160804115166 n e_ - q 782 o eco Specific an 4L_ 's a 7 '...- - - 1J 9 s Ica an mai . -- _.% raes ;!as defini below County County County I Count Countv commercial/Shoppinp Center Commercial/Shopoing Center CommerciallSho in Center Commemiat/Sho in Center CommercialfSho in Center °t. 1. 6.0300 5.7671 5.0393 - General Office Industrial Industrial 0.5262 0.2424 0.1632 0.3168 0.4800 ! 3.8994 0.5163 0.2295 0.1561 0.3029 OA590 ! 3.7291 0.4508 0.2004 0.1362 0.2645 ..0.4007 !3.2561 General Office General Office 0.6300 0.2800 0.0714 0.1386 0.2100 •i 4.8300 0.8546 0.4273 0.0623 0.1208 0.1831 3.2352 0.8477 0.3989 0.0678 0.1317. 0.1995 2.1942 Industrial 0.2897 0.5623 0.8520 0.2731 0.5301 O.BOJ2 0.2384 0.4629.• 0.7013 0.3570 0.6930 1.0500 0.4773 0.9266 "- 1.4039 0.4578 0.8886 .1.3464 - O.OJ ,' • 0.01 0.01 General O 0.03 0.03 0.01 FT Ice " General Office - - - t. t. 7.0300 6.1341 5.0167 Industrial 0.031 0.03 ... 0.07 Other Non Industrial - �L'-+• 7 7,500 't. - _ 4371 x_7.6986.512,739.50 2.0300 .. 0.0122 0.0041 0.0111 0.0215 0.0326 • 0.3419 0.2837 0.1335 0.0227 0.0440 0.0667 0.7175 0.3600 0.7600 0.0204 0.0396 0.0600 0.8200 Other Non -Residential Other Non -Residential 0.0055 0.0108 0.0163 0.1588 0.3084 O.d672 0.2040 0.3960 0.6000 -Residential Other Non -Residential 5.0300 636.4899 IO(f Q I. 4.5029 / O V YY ant ' 1175.3201 n 1428.9401 Other Non -Residential - - - Chico Urban Area I Commercial/Shopping Center I - 0.5500 0.2500 0.1020 0.1980 0.3000 3.0500 0.2890 0.5610 0.8500 81.2759 37.4875 10.7116 20.7931 31.5048 354.9537 44.6210 86.6171 111.2381 0.7604 0.3578 0.0760 0.1476 0.2237 11.9234 0.4106 0.7971 1.2077 35.7288 16.4541 20.2596 39.3276 59.5872 1005.6957 19.6603 38.1640 57.8243 159.7521 73.7318 41.1983 79.9733 121.1716 816.3363 87.6922 170.2261 257.9183 Chico Urban Area Chico Urban Area Commercial/ShoppingCommercial/Shopping Center CommerciallShoppino Center 0.5262 0.2424( 0.1632 0.3168 0.4800 0.2897 0.5623 0.8520 0.5163 0.2295) 0.1561 0.3029 0.4590 0.2731 0.5301 0.8032 0.4508 0.2004 0.1362 0.2645 -.0.4007 0.2384 0.4829 0.7017 0.03 0.01 0.03 , 0.03 . _ 0.01- Chico Urban Area - Commercialf'Shoppin Center 0.07 , 0.01 0.0,1 - 1r + - - , - - Chico Urban Area CommerciallSho in Center 13.02 17.02 17.02 1. t. 15.1506 15.0580 14.8032 • (. I. General Office General Office General Office General Office 0.01 0.03 O.OJ General Office ,1.52 3.52 1.52 5.8118 6.5127 6.3425 0.6300 0.8546 0.8477 Industrial 0.2800 0.4273 0.3989 0.1632 0.1561 0.0678 0.1366 0.1208 0.1317 0.1018 0.7831 0.1995 Industrial 0.3570 0.4773 0.4578 0.6930 0.9266 0.8886 1.0500 1.4039 1.7484 Industrial Industrial 1.7052 t. 2.6911 t. 2.8200 t. 5.5000 't. 6.0995 281.5362 ant 169.6244 n 612.6038 Industrial Other Non -Residential 0.0122 0.0041 i 0.0111 0.0215 0.0126 I 0.2837 0.13351 0.0227 0.0440 0.0887 0.3600 0.1600 0.0204 0.0396 0.0800 ! Other Non -Residential OtheriNon-Residential 0.0055 0.0108 0.0163 0.1588 0.3084 0.4672 0.2040 0.3960 0.6000 O.OJ _ 0.01 - 0.03 Other Non -Residential _T Other Non -Residential 1.61 1.61 - NCSP -Zoning SR -1, SR -3, SR-11PD CommercitillShoppirip Center I 0.5500 0.2500 0.1020 0.1980 0.3000 0.2890 0.5610 0.8500 0.7604 0.3578 0.0760 0.1476 0.2237 0.4106 0.7971 1.2077 81.2759 37.4875 10.7116 20.7931 31.5048 44.6210 86.6171 131.2381 35.7288 16.4541 20.2596 39.3276 59.5872 19.6603 38.1640 -57.8243 159.7521 73.7318 41.1983 79.9733 121.1716 87.6922 170.2261 257.9183 NCSP • Zoning SR -1, SR -3, SR•11PD NCSP - Zoning SR -1, SR -3, SR.1/PD Commercial/ Sho in Center ComnierciallShopping Center 0.5262 0.2424 0.1632 0.3168-O.d800 t -` 0.5163 0.2295 0.1561 0.3029 O.d590 0.4508 0.2004 0.1362 0.2645 O.d007 0.01 0.01 0.01 0.03 .. 0.01 - • • OAat: A 9 UeDy Vehlcta Trlpa (oc! trip) Fees to eo wbAatcd o^d ceded ro empact fess Fees ro ee ealeletea Drat seat -b unpat! tees _ 3.52 3.52 168.90 ........'_ . NCSP - Zoning SR -1, SR -3, SR-1fPD - CommerciallSho in Center O.OJ 0.1928 0.2976 0.1209 0.6117 0.07 0.1928 0.2976 0.1209 0.6113 0.03 0.1928 0.2976 0.1209 0.6113 NCSP -Zoning SR -1, SR -3, SR-1fPD Commercial/Sho in Center 17.02 -Zoning t-1, SR -3, SR-11PO 14.9099 148661 Ell14.7132 - 1 7.2207 t 7.5 �t. 7.5552 - 1 21477 E. 2 5827 t. 2.6788 General Office Industrial General Office 0.6300 0.2800 0.8546 0.4273 0.8477 0.3989 Industrial General Office 0.0714 0.1386 0.2100 i' 0.0623 0.1208 0.1831_11 0.0678 0.1317 0.1995 Industrial General Office 0.03 0.03 - 0.03 Industrial 2.1623 2.1623 2.1623 0.1984 0.1984 0.1984 0.7984 0.7984 0.1984 2.5591 2.5591 25591 General Office Industrial • 7.52 3.52 3.52 Other Non Residential - 0.0122 0.0041 0.2837 0.1335 0.3600 0.1600 Other Non -Residential 0.5500 0.2500 0.7604 0.3578 81.2759 37.4875 35.7288 16.4541 159.7521 73.7318 0.0111 0.0215 0.0326 0.0227 0.0440 0.0667 t 0.0204 0.0396 0.0600 Other Non -Residential 0.1020 0.1980 0.1000 - 0.0760 0.1476 0.2237 10.7116 20.7931 31.5048 tt 20.2596 39.3276 59.5812 is 41.1983 79.9733 121.1716 I R-1, R-2, R-3 0.03 0.03 0.03 Otter Non 0.03 0.03 0.03 0.03 0.03 NCSP- ZoningR-1, 0.1829 0.1984 0.0775 O:4588 0.1829 0.1984 0.0775 0.4588 0.1829 0.1984 0.0775 O.dS88 Residential 2.1623 0.1984 0.1984 2.5591 0.1928 0.2976 0.7209 0.6113 Fees to be calculated and added to impact fees Fees to be wlwlated and added to impact fees Fees to be calculated and added to impact fees R-2, R-7 1.61 _ 1.61 - - 1.61 Other Non -Residential -, - 1.52 7.52 Other A iI. Doig VehL Tripe (Der bp) - 168.90 Fees to be celcuelm and laded to impact fees Fees to be calaaettd and added two now fees ! 't 'I. ant n -tonin 1, R•2, 7.2091 5.5031 150.2981 111.8001 354.6855 NCSP -Lonin R-1, R-2, R-3 R-1 NCSP - ZoningR•1, R-2, R-3 NCSP -ZoningR-1, R-2, R-3 NCSP -Zonin Commercial/Shopping Center CommerciallShopping Center Commercial/Shopping Center Commerctal/Sh itia Center CornmerciallShopping Center l 1. tq gOgg 14.8661 14.7132 0.5262 0.5163 0.4508 0.2424 0.2295 0.2004 0.1632 0.1561 0.1362 0.3188 0.3029 0.2645 0.4800 0.4590 0.4007 0.01 0.03 .O.OJ 0.1928 0.1928 0.1928 0.2976 0.2976 0.2976 0.1209 0.1209 0.1209 0.611) 0.6113 0.6113 - 11.02 11.02 17.02 - General trice General Office General Office General Office General Office t t. 7.2201 7.5741 7.5552 0.6300 0.8546 0.8477 0.2800 0.4273 0.3989 0.0714 0.0623 0.0678 0.1366 0.1208 0.1317 - 0.2100) 0.1837 0.1985 0.031 0.03 0.03 2.1623 2.1623 2.1623 0.1984 0.1984 0.1984 0.1984 0.1984 0.1984 2.5597 25591 2.5591 1.52 3.52 3.52 - - Industrial Industrial Industrial [Industrial Industrial : t. t. 2.1477 2.5827 2.6788 0.0122 0.2837 0.3600 0.0041 0.1335 0.1600 0.0111 0.0227 0.0204 0.0215 0.0440 0.0396 0.0326 0.0667 0.0600 �, ,. 0.03 :O.OJ 0.03 0.1829 0.1829 0.1829 0.1984 0.1984 0.1984 0.0775 0.0775 0.0775 0.4588- 0.4588 0.4588 " 1.61 1.61 1.61 - Other Non -Residential Other Non -Residential Other NonResidential er NonResidential Other Non•ResideMial 7.2091 't. 5.5031 150.2981 ant 111.8001 n 366.2695 _____• ..,- ___ - _ e,nn nn . cm,�u,.ee ...an a .,„mhinanon of srmenrm-r�nas 0.5500 0.7604 61.2759 35.7288 159.7521 w!Il 0.2500 0.3578 37.x875 16A541 73.7318 ha calculated usino 0.1020 0.0760 10.7116 20.2596 52.7823 figures 0.1980 0.1476 20.7931 39.3276 79.9733 Irom their rebresentative 0.3000 0.22,11 31.5048 59.5872 127.7716 ( LL '3 f woes: ie., a warehouse with an office would be 0.03 0.03 0.01 0.03 0.03 calculated 2.7623 0.1984 0.1984 0.1928 0.2976 0.1209 Fees to be calculated and added to impact fees Fees to be calculated and added to impact fees Fees to be wlwlated and added to im set fees based upon the square footage of warehouse ata and 25591 0.6111 square /Dotage cr. qw. OoiN vanes T.bc Iyer o -b! Fe« to tx emabted am odeed to Impod fe« Fe« a tre enwmed e.w .ace m pact fees of the office area. 3.52 3.52 188.90 iESIDEN L FEES -- 5/2.839.50 "Fees for structures not represented in this spreadsheet will need to be calculated using other methodologies `j Y/s0 Specific n Fees are to be added %- Fees within the North Chico Specific Plan or Chico Urban Area will be calculated with the assistance of Land Development. vv(� ��-( 3, ;L .B�' Grm611m Pqc� F.ees'.Tyn prLcf Fees C410 (a Fee Description (dblclick for Account Number Quantity Fee Amount l Detail I Paid LCKD Agricultural Buildinc 0010440001- S = ��' 755. �y 2 �!' 7� �0 2,149.26 R r rJ Agricultural Buildinc 0010440001- r 11432.84 >�, rl r! FEMA Flood Zone Ri 0010-440001- 1 109.98 ri r 0 Fire Commcl Ping R, 0100-050001- 0 84.00 Q 1 r SMIP -Commercial 1001-0-280-1( 0 57.02 r 0 0 Com Impact -Ind War 39649.58 -i r r _ Com Impact -Sheriff. 1800-0-280-1( 0 150.84 r rJ r County Impact -Indus 8,935.01 rJ. Impact Processing P 0010-050.461 0 50.00 0 r r Impact Processing C 10010440001- 01 60-001 rt 1 01 1 r1 Te eS<_�cbc,�rl ( 2 5 7o Tj 1�3. �3/�` .r7( s Insert Feel~~—Delete Fee1 ~Fee History Total Fees $16,668.53_ !� Apply CreditPay Fees J {�_ Close Balance Due $15,041.71 +� Sub -Fee Items for Com Impact -Ind Warehouse ' item Description Account Number Quantity : Sub -Fee Amt Paid LCKD S = ��' 755. �y 2 �!' 7� �0 IWGGF Warehouse -Ge 1808-0-280-1( 0 25139.67 r r IWGGV Warehouse -Ge 1810-0-280-1( 0 13006.86 irE IWSF Warehouse-Sh 1840-0-280-1( 0 171.20 ri r IWSV Warehouse-Sh 1840-0-280-1( 0 331.85 Qi Fee Description (dblclick for Account Number Agricultural Buildinc 0010 -040001 - Agricultural Buildinc 0010440001 - FEMA Flood Zone R- 0010 -440001 - Fire Commcl Ping R, 0100450001- SMIP - Commercial 1001-0-280-1( Com Impact -Ind War Com Impact -Sheriff,, 1800-0-280-1( County Impact -Indus Impact Processing A 0010-050461 Impact Processing 10010-440001 - _ - l Quantity Fee Amount Detail Paid LCKD 2,149.26 RE r r es 1,432.84 rj r� rj 1 109.98 r IJ Mj j ,m S r►ell�rr�S In'�2�ai`i'o� 0 84.00 rpt J C5 Q 0 57.02 r r C 3,649.58 rJj Q t Q r 0 150.84 r I J O 81935.01 -Ed Qj r 0 50.00 r r r 0 50.001 Ea 0 r, Insert Fee ; Delete Fee �i Fee History Total Fees $169668T53� ! Apply Credit �~ Pay FeesClose Balance Due $159041.71` Sub -Fee Items for County Impact -Industrial Rem Description Account Number Quantity ! Sub -Fee Amt Paid LCKD 1! 12PWR Warehouse -Pu 1831-0-280-1( 0 5,411.39 r 12FF Warehouse -Fir 1851-0-280-1( 0 1,197.67 - (j, 5c/,W"Z5 ZG� . 12FV - Warehouse -Fir 1851-0-280-1( 0 2,325.95 r rHlo� Insert Fee ; Delete Fee �i Fee History Total Fees $169668T53� ! Apply Credit �~ Pay FeesClose Balance Due $159041.71` Sub -Fee Items for County Impact -Industrial Rem Description Account Number Quantity ! Sub -Fee Amt Paid LCKD 1! 12PWR Warehouse -Pu 1831-0-280-1( 0 5,411.39 r 12FF Warehouse -Fir 1851-0-280-1( 0 1,197.67 - (j, 5c/,W"Z5 ZG� . 12FV - Warehouse -Fir 1851-0-280-1( 0 2,325.95 r rHlo� PROJECT FIRM NAME ADDRESS BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMISSIONS QUESTIONNAIRE (A BUILDING PERMIT CANNOT BE APPROVED WITHOUT THIS COMPLETED FORM) "A r gP—X (V BLDG. PERMIT # ,60t —2+-2,3 CITY, STATE, ZIP ri NATURE OF BUSINESS J� CONTACT PERSON �Q M0`J' E1 8 re� WV- PHONE NUMBER M9 —377/ 1. Does your business or that of your tenants handle, store, or transport hazardous materials? NO'S) YES( ) NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the environment if released into the workplace or the environment. "HAZARDOUS MATERIALS" include, but are not limited to: hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle, store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at standard temperature or pressure), of formulation containing hazardous material? NO YES ( ) If you answer YES to 1 or 2, contact the Butte County Environmental Health Department at (530) 891-2727 for a review of the project. 3. Is the business/facility/operation to be located within 1,000 feet of the outer boundary of a school or a school site? NO x YES ( ) IF YES, Name of school: 4. Does the business/facility/operation have the otential to emit any air pollutants: e.g. dust, soot, odors, fumes, vapors, or other volatile compounds? NO YES( ) IF YES, contact the Butte County Air Quality Management District at (530) 891-2882 for permit requirements. Owner or Authorized Company Representative ate BCEHD / 0 BCAQMD F]The applicant has met or is meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and. Safety Code and the requirements for a permit from the Butte County Air Quality Management District. ■ BCEHD Signature F] The above regulations DO NOT apply to this facility. BCAQMD Signature Date BUTTE Date COUNTY FEB 2.7 2007 DEVELOPMENT 03/02 White -Bldg. Div. Yellow-BCEI-ID Pink-BCAQMD Goldenrod -Fire Dept. SERVICES Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX www.buttecounty.net FACSIMILE COVER SHEET Date: 0,6 To: 00 66/e - From: C i� L I') el( S ID IJ Subject: C) 4 - ZY2-3 ' 6A -F mj,,rti < Number of pages (including this covet -3 sheet): Fax Number. If you do not receive all of the pages, please call (530) 538-7541 as soon as possible Special Instructions: 7t Review and respond accordingly. 7r For your information only. pc t91j C4eC/L f re -w Sincerely, Ga',.'t CONFIDENTIALITY NOTE: The information contained in this facsimile is confidential and may also contain privileged information. The information is intended only for the use of the individual of entity to whom it is addressed. If you are not the intended recipient, you are hereby notified that any use, dissemination, distribution, of copying of this communications is strictly prohibited. If you have received this facsimile, in error, please notify me immediately by telephone, and return the original to me. Thank you. K.• IBuildingWILDING FORMSIBlank Fax Cover Sheet. doc 1 DANIEL J. DOBBIE Professional Engineer 15925 Renee Way Flournoy, CA 96029 Telephone/Fax (530) 833-5423 DJDdobbie@cs.com January.2, 2007 Job No. 6021 Butte County Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 Re: Bremner Building, 9457 River Road, A.P.N. 039-490-006, Building Permit Number: 06-2423 Dear Building Official, Following are responses to items 4 through 9 of the plan check dated November 16, 2006: 4. The truss supplier shall provide updated calculations for the drag trusses per the engineering calculations and drawings. 5.. The updated truss calculations shall include design for the 1.52 kip factored load for all trusses over block walls per the note at the roof framing plan on. sheet 3. 6. A letter from the engineer indicating review of the truss submittal is included herewith. 7. Name of the f rm performing special inspection shall be submitted by the owner. 8. Anchor bolt embedment at the top of the concrete block walls shall be 9 inches minimum per details 1 and 8 on sheet 4. The anchor bolts comply with section 2109.8.2 item 3 where roof structures may have anchor bolts which are "hooked to 0.2 square inches of bond beam reinforcement not less than 6 inches from the top of the wall". Chord reinforcement at the top of the block walls is 2 - #6 bars. See notes added to details 1 and 8 on sheet 4. 9. Engineering analysis has been added to revised calculation page 34 under "Tension on Steel Strap" indicating that the net area of Simpson `CMST12' strap after drilling holes for 3/4 inch anchor bolts is sufficient for the design load. Respectfully, Dan' 1 J. Dobbie, PE BUTTE C42028 COUNTY FEB 2 7 2007 k)E ELOPMENT SERVICES 11 1 James E, Bremner 9457 River Rd. Chico, CA 95928 Permit No. B06-2423 APN 039-490-006 February 27, 2007 Butte County Department of Development Services Replies to Plan Review Response Form: 1. See enclosures 2. See enclosures 3. See enclosures 4. See enclosures 5. See enclosures 6. See enclosures 7. Special inspector will be Applied Testing Consultants, Chico,CA 8. See enclosures 9. See enclosures 10. See enclosures 11. If brick veneer is to be attached it will be attached using mortar conforming to ASTM 118.4 12. See enclosures BUTTE COUNTY FEB 2 7 2007 oEVELOPMENT SERVICES Butte County Department of Development Services TIM SNELLINGS, DIRECTOR ( PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * PLANNING November 16, 2006 James Bremner 9457 River Road Chico, CA 95928 Assessor Parcel Number: 039-490-006 Building Permit Number: 06-2423 Thank you for submitting the plans for your building project. The plans have been reviewed and comments are listed below. Please respond in writing to each item by completing and returning the _ enclosed PLAN REV1IEW RESPONSE FORM. Your complete and clear response will expedite the re- check and approval of this project. COMMENTS: 1. "This parcel is located within Area B of Butte Basin. It will require a permit from The Reclamation Board for this structure. The application and information may be obtained from them. The Reclamation Board; 3310 El Camino Avenue, LL10; Sacramento, CA 95821. The telephone number is (916) 574-0609 2. /Section C of Flood Elevation Certificate is not completed. It will need to be completed. A signature is required section D from engineer completing form. 3. vdarify elevation in second paragraph of addendum to section D. What is the elevation in certain terms? 4. Provide roof drag trusses.as specified in the engineering calculations. There were none in the truss L/ layout. 5. Provide verification that trusses are designed for minimum of 1.52 kips of factored load as specified by project engineer. Note on page 3 of submitted plans. 6. /Provide truss review letter from engineer. 7. /Provide name of special inspector, or firm, for epoxy bolts as shown on detail 2, page 4. 8. /Provide length of anchor bolt and embedment depth on detail 1 and detail 8, page 4 conforming to the requirements of CBC 2109.8.2 method 3. 9. /Provide engineering analysis and listing for large holes for anchor bolts on Simpson. product CMST12 coil strap as described on detail 8 page 4. 10./Provide energy compliance forms for this structure if it is having interior lighting (LTG -1-C) or exterior lighting (OLTG-I-C) 11 /Provide Detail for attaching Brick veneer if it is going to be used on this structure. 12./Complete hazardous materials form. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. C 1 Nelson Philo Hunt P E ar , . . Plans Examiner Plan Check Engineer Cc Daniel Dobbie PE 12afta Cinunty Depallment of Deveropr ant Services - TIM SNELLING S, DIRECTOF I PETE CALA€ OC, ASSISTANT DIRECTOR 7 Country Center Drive Orovius, CA 95985 (530) 538.76191 Telephone ($30) $38-7765 Facsimile tmw butteaountv.neVdds ADMINISTRATION * BUILDING' PLANNING July <o", 2006 Jim Bremner Bremner Fauns 9457 river Road Chico, CA 95928 RE: Non -Residential Impart Fees AP#039.4080D-008 Mr. Bremner: !n reference to your request for an adjustment far non-residentiai i�mpt)ct fees for a proposed 7500 square foot agricultural processing building located at 8457 River Road, Chico, CA; Director Snellings has revlew your letter. of Intent that states that the str-jcture will be used during the normal ,valnut hulling and cracking season which lasts approximateiy three months and has instructed that the irnpect fees be adjusted. The total costs for the non-residential impact faes for the proposed 7500 square foot binding wCuld be $3,254.88 at this iiine. if you have any questions concerning this matter, ,;lease contact this of!'ice.T hank jou. Slncere;y, `Alive Utefford Supervisor, Perm -ft Center T - of asz e i T so sa T nr BuNdIng QPOfEss/o/v ( No. C42028Lu m m cc Exp 3/31 /08 a T9T CIVIL F OF CA - OCT 0 5 2006 a NOTE SPEC/ALBU/LD/NG PERMIT ZONE THIS PROJECT IS REQUIRED TO MEET ALL CONDITIOf\ THE RECLAMATION BOARD. PERMIT NUMBER 19156 Cr M REFER TO THIS PERMIT FOR PROJECT DECF GENERAL CONDITIONS AND SPECIAL CONDITION! r OrcehnUmber 039.490-006-00 dlmBror�ner mar �y m • Oh1co,CA 96928 * , � ?K *r Bern: `.-'..� . ^. 60' x 120' Southeast comer of Parcel Numbs ' ra9s.490-OD0-0� �, •r r fit ,tt,'a ? P y i Z 1 0 - - 30' r a tr •� ,� � ,:air w � � , t BuNdIng QPOfEss/o/v ( No. C42028Lu m m cc Exp 3/31 /08 a T9T CIVIL F OF CA - OCT 0 5 2006 a NOTE SPEC/ALBU/LD/NG PERMIT ZONE THIS PROJECT IS REQUIRED TO MEET ALL CONDITIOf\ THE RECLAMATION BOARD. PERMIT NUMBER 19156 Cr M REFER TO THIS PERMIT FOR PROJECT DECF GENERAL CONDITIONS AND SPECIAL CONDITION! r dlmBror�ner mar �y m • Oh1co,CA 96928 * , � ?K *r Bern: `.-'..� . ^. 60' x 120' Southeast comer of Parcel Numbs ' ra9s.490-OD0-0� �, •r r fit ,tt,'a ? y ButlerBul1Y 70'x60' 0 - - 30' BuNdIng QPOfEss/o/v ( No. C42028Lu m m cc Exp 3/31 /08 a T9T CIVIL F OF CA - OCT 0 5 2006 a NOTE SPEC/ALBU/LD/NG PERMIT ZONE THIS PROJECT IS REQUIRED TO MEET ALL CONDITIOf\ THE RECLAMATION BOARD. PERMIT NUMBER 19156 Cr M REFER TO THIS PERMIT FOR PROJECT DECF GENERAL CONDITIONS AND SPECIAL CONDITION! 3W I Qj- BUTTE COUNTY BUILDING OFFICIALS JURISDICTION Block Parcel No.'- A ,obi Reid Evalucatibn Safety Assessment Form B=LNG' DESCRIPTION: Name:LL 2� Address No. of stories: Z - Basement: Yes- M No [Unknown Primary Occupancy: Dwelling 2" Other Residential ❑ Commercial ❑ Office ❑ Industrial ❑ Public Assembly ❑ School ❑' Government ❑ Emer. Serv. ❑ Historic ❑ Other OVERALL RAIL IG: (Check One) INSPECTED (Green) ❑ Exterior only . Exterior and Interior LIMITED ENTRY (Yellow) UNSAFE (Red) CO .INSPECTOR. Inspector ID Affiliation INSPECTION DAT.E:^ Mo/day/year— -- Time LI ' 22-_ ainpm Instructions: Review structure for the conditions listed below. A "yes" answer to'1, 2, 3, or 5 is grounds for posting entire structure UNSAFE. If more review.is needed, post LIMIT:I D "yes" 4 AREA UNSAFE and/or barricading around the hazard. EN'I"RY. A answer to requires posting Hazards such as a toxic spill or an asbestos release are covered by 6 and are to be posted and/or barricaded to indicate AREA UNSAFE. More Review Condition Yes No Needed 1. Collapse, partial collapse, or building off foundation ❑ L� U 2'. Building or story noticeably leaning ❑ �' C 0 ❑. .3. Severe racking of walls', obvious severe damage and distress ❑ 4. Chimmey, parapet or other falling hazard ❑ �' ❑ 5. Severe ground or slope movement present . ❑ C� a 6. Other hazard present ❑ 0--� Itecom ndations: No further action required ❑ Detailed Evaluation required (circle one) Structural Geotechnical Other. ❑ Barricades needed in the following areas: Posted at this Assessment: ❑ Yes ❑ No Comm nts: IWL w1- ww� W 9-,; 7, Co 5,7_1 M LVI,eq PJoj<__N Ow" . G 135 PUBLIC INFORMATION OFFICER DATE �' l�--- adP� Qdv`, ,, -538-6953 •TIME I � �—' .. . . ESTIMATED DAMAGE BY T L i— DAMAGE REPORT FOR INITIAL ASSESSMENT FLOOD JANUARY 1995 Name Reporting Parry' Address/Location 9 �� eR Telephone Number s� 9 — �f�sa City County Type of Damage (~ ti j. � cel U—po� �Iov.0a5 '4 u v viT` "—j 140"y< 4 to' I7 Ck J"S (Note: Emergencies Refer ,to 911) fJ-1 Building Description Mat, �-O .t b � ,K . , ;,�• [ ] Commercial/Usage j(] Residential Type and # Units [ ] Currently Occupied/Use [ ] Abandoned/Vacant Electric Any electrical submerged Yes [ ] No [ ] oN( o'� ) Obvious damage (failure, downed wires, arcing) &j,D Gas vim - a.QA 1 res Natural/ pane Obviouuproblems •(odor, leaks, leaks, propane tank floating/submerged) On[�,IOff [.] Structure —Off Foundation Flooding- above/below floor � 0 Obvious leaning, tilting D Severe Damage/Collapse kA D Debris Hazard &�o r ti 0 Sanitation Plumbing wol Running wate Well Flooded Obvious Sewage Problems A)D Chemical/Fuel Wet, flooded, lost chemicals Type pesticide, fertilizer, other chemicals Amount Fuel tanks (above or below ground) Obvious hazards Agriculture Loss Crop Damage Livestock Lost Building Damage Roads (Public) Road Name Obvious Damage/Hazards Location%Landmarks Traversable (Sedan, 4 wheel) Involved Utilities (downed wires) Levees Public [ ] Private E, �] Waterway Name Location of damage/problem Obvious hazards Nearest Landmarks Overflow/freeboard o ies• ( j OES ( J Agriculture [ ) Health ( J Fire [ J Building ( I Sheriff DATE1'-�13 —QS * PUBLIC INFORMATION OFFICER TIME ►► A 538-6953 ESTIMATED DAMAGE ;ja` ) 0c) BY Te t` DAMAGE REPORT FOR INITIAL ASSESSMENT FLOOD JANUARY 1995 Name Reporting Party S>q 2 Address/Location 1 `57 kQ o -en- � �"",� W'w F CA_"o l Telephone Number le 93'= `�e q 5a City County 3 Y5 3 -1-2 t fir— Type Of Damage EZ- -pn.$, Ore,c)vcT.a 1 n4,osT o r�R��,��^cQy..c2�✓ li. -, s; ltd sY;, Cpv.aJ �_.^ bcre�.Ga�c-� j l �..Q.I�_ YivejucTS C vS.f j 1Solouo if � I..r.Pi.•.--� (Note: Emergencies Refer to 911) s� �ST�.,�,a� � ��_ � y (a—Zjj -is,;p 4,ss ,',��4,�n�, -n,:K,- � Building Description �,clv✓L P ►^AQ'�Z.J.ej G(�wJcL GP�SI�� ,ov�cc�� VJ�ve d2 (groves.✓ �VG«TovMre�3)�,uT���yies + TY(-L'uV-- yur1.S) 13oyc '5 v.tiP �t vs1 Qvi�tr.�ci R�`-C l�e'w"r�i�1 Gtvmi vsq,��o+��R 4as/�P Commercial/Usa eoso Yvb.Y n-, � 9 w I o y�c-rES [ ] Residential Type and # Units [ ] Currently Occupied/Use [ ] Abandoned /Vacant Electric � _ Any electrical submerged Yes [ ? ] No [ ] oN(? oma( Obvious damage (failure, downed wires, arcing) Gas Natural, P_ro Obvious problems (odor, leaks, leaks, propane tank floating/submerged) Nn On[V-) Off[ ] Structure On/Off Foundation Flooding above/bel( Obvious leaning, til Severe Damage/Co Debris Hazard Sanitation Plumbing working Running water ` Well Flooded C- -2- �- T -Q s Obvious Sewage Problems ptitwow N Chemical/Fuel % Wet, flooded, lost chemicals 63 L-0 eL- Type pesticide, fertilizer, other chemicals Amount ' Fuel tanks (q§ov r below ground) o le-- Obvious LObvious hazards Agriculture Lossa 60 yo� L-o.Q,�' Tv -A-e S l 3=� �, ;, - - ��s L" a� Crop Damage / "Za c.�(-,'T-card c � a ioTO^." Livestock Lost Building Damage per, Roads (Public) Road Name v-QGl- A,o-� -- Xoy -r('0N Obvious Damage/Hazard's Location/Landmarks Traversable (Sedan, 4 wheel) Involved Utilities (downed wires) Levees Public ( ] Private ( l Waterway Name SCL�� A Lveu Location of damage/problem Obvious hazards Nearest Landmarks Overflow/freeboard Conies: ( I OES ( 1 Agriculture ( ( Health ( 1 Fire ( j Building ( 1 Sheriff E s / .. $5o 000 PUBLIC INFORMATION OFFICER / 538-6953 ' DAMAGE REPORT FOR INITIAL ASSESSMENT FLOOD JANUARY 19'95 Name Reporting Party S I Al R V Q nl IA Address/Location `t yK-7 1Zt %J g 2• IZ� Co Telephone Number A93- ygseo Why Calling? Q ACLA/ nGt ", �f}{t/ti C i4tPAEnl-r. C90P �AM4&E (Note: Medical Emergencies Refer to 911) Building Description Commercial/Usage Residential Type and # Units Currently Occupied/Use Abandoned Sanitation Plumbing working Running water Well Flooded Obvious Problems Structure On/Off Foundation Flooding above/below floor Obvious leaning, tilting Severe Damage/Collapse Debris Hazard Gas Natural /Propane Obvious problems (odor, leaks, leaks, propane tank floating/submerged) Electric Any electrical submerged Obvious damage (failure, downed wires, arcing) Chemical/Fuel Wet, flooded, lost chemicals Type pesticide, fertilizer, other chemicals Amount Fuel tanks (above or below ground). Obvious hazards Agriculture Loss i . .. Crop Damage W -ALL -4 Cr9 _ Y 1 Livestock Lost Building Damage Roads (Public) Road Name Obvious Damage/Hazards Location/Landmarks Traversable (Sedan, 4 wheel) Involved Utilities (downed wires) Levees Waterway Name Location of damage/problem Obvious hazards Nearest Landmarks Overflow/freeboard Copies: 1. OES 2. Health 3. Building 4. Agriculture 5. Fire 6. Sheriff MASONRY WALLS N E S W 1st Lift 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift 4LCIAL 039-490-006 PERMIT#95-1395 BREMNER, James 1 9457 River Rd., Chico Cont; North Valley Ready Mix New Nut Processing & Stg FIRE WALLS 0 cupancy, Area Pro rt Gypsum Board 1st Layer 2nd Layer Walls ceilin s J a JOB FINALED (Date) Signature CERTIFICATI OF OCCUPANCY ISSURD (Date) SlSnatuM 0 t ti � r �ry-;. ` ". ti � r V=OK O = Not OK - = Not Applicable ' =Not Ready COMMERCIAL Date UNDERFLOOR (Plans) OK except #'s Date QTY - 9/Ftg., Main; Soils- r G - tg. Depth Q 3. Hold Downs -Bolts- traps -Embedment -Hair Pins T 4. Concrete -PSI -Cert -SP. insp.-Loo. 5. Stemw , Main; Steel-Blockouts-Wrapped 6. R " . Steel -Grade -Placement jVtlab; Steel -Wrapped -Wire Mesh 8. Piers -Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground, Underslab 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Masonry -Rebar -Lifts Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 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. Sinks -Floor -Grease Trap 20. Hand icap-W/C-Backing 21. Gas Pipe; Size & Anchors - Firewall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -ins. Protection 23. Single Phase -Three Phase -Equip. Bond 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 27. Wiring -90° -Protected -Color Coded 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Fire Resistive- Fixture-Conduit-G.F.I.-Susp. Ceiling 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Fire Wall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 33. A.C. Ducts Insulation & Support 34. Vent Fan; Exhaust above insulation _ 35. Condensate Drain & Overflow; Size & Grade 36. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 37. Attic Access & Platform if Furnance in Attic 38. FI. V.A.C.-Ventilation-Roof Access 39. Smoke & Fire Dampers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sils, Proper Material & Anchors -Hold Downs 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops; Furred Ceilings -Stairs -Chases 45. Headers & Beam -Size & Bearino-Su000rt Fix. FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Roof Shthing-Nailing-Diap.Chord Splice 48. Firewall-Doors-Area-Occp.-Prop. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. qjm-t1m cert. -Placement -Support 4 p . Steel Buildings-Purlin-Girders 52. Property Line Firewall & Openings 53. Ext. Doors -Handicap Access 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 59. Shear Walls -Plywood-Nailing-Conn to Roof 60. Insulation -W al Is -Ceilings 61. Infiltration -Walls -Windows 62. Corridors -Openings -Fire Protection -Framing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Exits -Size -Number -Placement 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Sprinklers -Placement -Test 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mach. 68. Elec. Trim & Subpanel; Breaker Sizes & Labels 69. Stairs & Rails 70. Handicap -Door Levers -Fin. Floor 71. Elec. Outlets at Wood Panel; Int. & Ext. 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection 73. Plb., Elec. & Mach. Equip. Listed for Location 74. Insulation -Foam -Looked in Attic O Yes 75. Guard Rails & Deck Construction -Post Caps 76. Fdn. Vents & Crawl Hole Door-Drainagge & Wood -Earth Clearance Looked under Floor O Yes 77. Stucco; Brown -Finish 78. A.C. Unit; Disconnect, Electrical, Plumbing 79. Vents Above Roof; Plbg.-Appliance-Fireplace -Clearance to Openings 80. Water Well; Disconnect, Electrical, Plumbing 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground 82. Off Site -Parking -Handicap 83. Glass Protection 84. Corrections from Previous Inspections 85. Gas Test -Meters Tagged; Gas -Electric 86. Water & Sewer Connected -C/O to Grade -HD Approval 87. Energy Compliance Certificate -Other Certificates 88. Roofing Certificate -Fire Rating 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: Certificate of OccuDancv (NOTE: An entry must be made each time you visit the job site) COUNTY OF BUTTE- DEPARTMENT OF Dl�VELOFaMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754�c ERMIT O. 1 APPLICATION AND PERMIT %� ASSESSOR PARCEL NUMBER 039--490-006 ZONING A40 BUILDING PERMIT OWNER JAMES BREMNER71 ONE r/ 6 SO. FT. OCC. BUILDING VALUATION 2 112,000 OWNERS MAILING ADDRESS 9457 RIVER RD, CHICO 95928 CONTRACTOR'S NAME NORTH VALLEY READY MIX TELEPHONE CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNIOVOWN Total Valuation Is Fling Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 685.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 445.25 Energy Plan Checking Fee $ . ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDINGADDRESS 9457 RIVER RD, CHTCO PERMITFEE S 1,150.25 PLUMBINGPERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP Solar Or heat pump water heater 23.00 Water piping 15.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other comm .STniRAGE SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New CY Addition ❑ Remodel ❑ Ublibes ❑ Installation ❑ Other ❑ Describe Work: NUT PROCESSING & STORAGE — �( l� Mobile Home S G W @20.00 PERMITFEE g Contractor �- ELECTRICAL PERMIT Filina Fee 20:00 R ESS Main Service ( O00v0A OESS ) 23.00 23.00 20OR Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors 1 to construct the project. ❑ I am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR SO. OR S. ( 8 ACC. BLDS. ) 3.52 Fr. NEW CONSS NET.( MULTI -OUTLET \ 1 @7.5o 75.50 NON-RESID. BRANCH CIRCUITS / WER (a SLING E OUTLETT CIR. ) Ex. Occup. (OUTLET OR FIXTURES) 20 @ 1.00 BAL .50 Ex. Occup. FIXED APLNS. OUTLETS D.OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ 118.50 Contractor WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing 9 Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. ��.,,,„� _ Date_indicated �eAlpTpp�41rican - ❑ Owner ❑ Contractor ❑ Agent /Siatu HA permit is required for excavations over 5'0" deep and de olition O/C onstruction ctures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee Is Occ CONS. PE TOTAL FEE $ 1 268.75 1 2 Z. D. FE IMP FLOG � CDF d PARC D U �� This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work above for which fees have been paid. Yi�_ / J By Date %D PERMITEXPIRESON 7�--7i6' l I (Date) Receipt No. til �� WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 00, 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 OWNER PERMIT NO, z �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. r floTjicf boAl,-•yi&7oZlc' C'vYDvi � L ftss T4A,-y of hn -Cc)e, r6110112 C)flCvt Zov iAuf� C'�:VUCX'.10/ Date RF, 10/92 WVW Inspector :64 i i COUNTY OF BUTTE BUILDING DIVISION k" DEPARTMENT OF DEVELOPMENT SERVICES t' 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 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. 0'Y `J CABS Date --29 `�� Inspector REV 10/92 pp— •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 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, pleasg ,gontact this office immediately. Date % I '�J Inspector REV 10/92 k" KLEINFELDER' August 29, 1995 File: 26-1859-33 Mr. Andy Wood North Valley Ready Mix #11 Three Sevens Lane Chico, California 95926 Subject: HIGH STRENGTH BOLTING SPECIAL INSPECTION BREMNER FARMS CHICO, CALIFORNIA BUILDING FERIAIT NO. 95-1395 Dear Mr. Wood: C�tlN l Y OF ME Btl{LDING DEPT AUG 30 1995 On August 22, 1995, Kleinfelder observed tensioning of the 5/8 -inch ASTM A325 high strength bolts at the subject project site. Bolts and nuts were identified per the AISC Manual of Steel Construction. Tensioning was by the turn -of -the -nut method. Our representative calibrated the erectors tensioning procedure using three bolt assemblages in our Skidmore Wilhelm Tension calibrator. Following the calibration, our representative verified that the tensioning procedure was implemented at each tension connection. Based on the calibration tests and our observations; to the best of our knowledge, the work was completed in accordance with the approved plans and specifications. Tension connections observed meet the minimum tension requirements of the Uniform Building Code Section 22 -IV -D. We have employed generally accepted inspection and testing procedures. However, we do not undertake the guarantee of construction nor do we relieve the contractor of his primary responsibility to produce a completed. project conforming to the project plans anti specifications. No.warranty is expressed or implied. if vou have a_nxr nuestions reaardina thi-s in formatinn nlaacP contact Cliff 0irrU at (916) 744-7203 at your convenience. Very truly yours, 71rNU�ER. Inc. \Clifford D. Curry 'Technical Services Supervisor CDC:cf cc: LButte County�Building Department 109513 File: 26-1859-33 Copyright 1995, Kleinfelder, Inc. KLEINFELDER 4369 Caterpillar Read, Redding, CA 96003-1423 (9 161 244-7203 August 29, 1995 A R C A D E M E Studio . . . 916.343.5709 1037 Park Avenue Chico, -California 95928 Design: d -O Project Name:_ Project No.: - -! Page: -4-0 4" 14 77' DUs.--- PC A CS l/�'' ev 6 � of Tol I INSIDE- r--4e--C- oR, oars1pE.,pA<, A14 /I., ev t riq ba ELiq. 'pgoolo a Oje 4 90A4 -Ar.,kt6ek- COA,17. *47 SV ARC& 38 3 (p Renowal Date A wl� TO: Building Department FROM: Environmental 'Health SUBJECT: Sanitation Clearance F.H. LIST ONLY I9ut Ilan Attached Fluor Phn Attached Sax to B.U. Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for bedroom mobile home.- Other���\s' &,9MbN r)Ck_ Hold final for: Final clearance O.K. for: NOT / EI ronrmental Health Specialist 8/92 &ikz Date �`ac vr'f"�rf"_7.;.�"i_l..r.n-.nvw.ry+rM�i+l��.�.,y�r,.. y,:::.P``^T'+�"-+,`✓h�"'�„ `�'?v.��7 ':AJ"`if''•'.7�°iri-e�'+illit`,�7n�i'i��,"�'n __.:r �'i � .'.'t..�^.'�.,...�•.�H'KS."�' i' COUNTYOF BUTTE - DEPARTMENTOf EMELOPM ENT SERVICES -BUILDING DIVISIO 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER �. r� �9r►QS 13/l'�`rJ rr/�- A. P. No. 39 - Proposed Building Use N J n?a-A'e 4 99 oe-e-1t�ri Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: i DATE RECEIVED BY 1. All items have.been submitted . ........................................ . . Plot plans, 3/4 set ;�signed.by: preparer of plans . .......................... Complete plans, 314 sets, signed by preparer of plans . ..................... . ` Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 95. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of'lntent for Non -Heated and A/C Buildings . ....................... 8. Engineered truss details and in duplicate (required prior to�plan check). 9 Mobilehome'data and manuf cturer's installation instructions, 2 sets. ........... Fees of $ 1. Impact fees as shown on attachd schedule. . S«fa?�. ea 6� ....... . 12. California Department of Forestry Ian approval/fees . .. ... r 13. Flood elevation letter (100 year flood) by California Engineer . ................. . Ti 14. Sanitation and plot plan approval 6,01(0 Health Department . ............ 5. City of Chico plumbing permit . ............................. 6. Plot plan and business license approval from City of Biggs/Gridley. 17. Planning approval for (A) Use: (B) Parking: P/ 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy)....PR­I�sp-e-cb-on-;equ St 20. Pre -inspection for required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. t 22. Certificate of Workmans Compensation Insurance. C 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 1 and (B) Parcel meets zoning area and frontage requirements . ........... . . 31. Existing violations/expired permits . .................................... . 32. Plan check list . .................................................... . 33. 34. When.you issue the per, it_ roce s as follows: Mail to wner. Mail to contractor. Telephone , and hold for pickup at C1^0 (% office. Deliver with inspector. Other Parcel Creation 2 %S Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. O her 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 COUNTY OF BUM - DEPARTMENT OF DEVELOPMENT SERVICES - WILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 - TELEPHONE (916)'.538-7541 OWNER'. V �/'�(J �/l P- ii/p1L� A. P. # 3 7- YC/- 016 PROPOSED BUILDING USEDATE REC. # DATE REC J1. SCHOOL DISTRICT FEES _a 2(paid at District Office)... ....................... . SHERIFF FEES (paid at Building Department) Residential..... x =$ a unit amt. Commercial (sgft) 3S�c 0,03 _$ l sq.ft. amt,. 3. URBAN AREA FEES (paid at Building Department) Residential (per unit) x =$ # units amt. Commercial (per sq.ft) x =$ sq.ft. Iamt. 4. RECREATION DISTRICT FEES (paid at District Office) ......................... 5. DRAINAGE DISTRICT FEES (Contact Land Development Division) .............. 6. SRA FIRE INSPECTION AND PLAN CHECK = $89.00...... (paid at.Building Department) At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE 6 BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE . (A Building Permit cannot be approved without this completed form.) BUILDING PERMIT NUMBER Firm Name ��l ►'+j��+ fin` Address ��/ �r �✓'t)�v`(c Nature of Business L✓9lh,� eo APN 3 ? _ 00,6 Contact Person 7U i N, lU Y'L,p,1,e4 / U �'f Phone # 34.E o 2-7 1. Does your business or that of your tennants handle, store, or transport hazardous materials? A NO ❑ YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at standard temperature 4 pressure), or formulation containing hazardous material? A NO ❑ YES If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916- for a review of the project. 9R► -2727 3. Is the business/facility/operation to be located within 1000 feet or the outer boundry of a school or school site? NO ❑ YES YES, name of school. 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, umes, vapors, or other volatile compounds? NO ❑ YES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representative (Signature) (Date BCEHD BCAPCD The applicant has met or is meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. D11 The Above Regulations Do Not Apply To This Facility. BCEHD Signature BCAPCD Signature Date Date WHITE - Building Dept 0 YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD- Fire Dept. IL BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT. HAZARDOUS MATERIALS AND"EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) BUILDING PERMIT NUMBER Firm Name I r rpn t^ -c a Address Cl k 7 P Nature of Business 1./,q/ �o APN %3 Ci ao� ^� Al ` Y`Gh-,hey U Phone Contacerso t Pn Imo, 1. Does your business or that of your tennants handle, store, or transport hazardous materials? 1 NO ❑ YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous -waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any mater-,ial which' a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety, of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at standard temperature 4 pressure), or formulation containing hazardous material? 1 NO ❑ YES If you answered YES to 1 or 2, contact the Butte County Environmatal Health Department (916-R2W for a review of the project. $Rt -Z727 3. Is the business/facility/operation to be located within 1000 feet or the outer boundry of a school or school site? NO ❑ YES I YES, name of school. 4. Does the.business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fumes, vapors, or other volatile compounds? NO ❑ YES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representative L442= V (Signature) (Dare / BCEHD BCAPCD The applicant has met or is meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. The Above Regulations Do Not Apply To This Facility. BCEHD Signature Date BCAPCD Signature Date WHITE- Building Dept O YELLOW- Env. Health ❑ PINK - APCD ❑ GOLDENROD- Fire Dept. t 7 BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND-EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) BUILDING PERMIT NUMBER APN Firm Name '� u �� ~� !. C 4, Address I +i jA91 L44',_,,0 Nature of Business uAI'q ( Plti t �> 0 ter_.�- Contact Person Y� �����-e>r v Phone # 1. Does your business or that of your tennants handle, store, or transport hazardous materials? �1 NO ❑ YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human V health and safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200cubic feet (at standard temperature 4 pressure), or formulation containing hazardous material? NO 0 YES If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916-522" for a review of the project.► -.2727 3. Is the business/facility/operation to be located within 1000 feet or the outer boundry of a school or school site? /` NO El YES IF YES, name of school. 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fumes, vapors, or other volatile compounds? NO ElYES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. �`' I Owner or Authorized Company Representative I i' "� n^�� ! �.y,.� / V °A,;, (Signature) (Dare) BCEHD BCAPCD �% /! The applicant has met or is meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. El11 The Above Regulations Do Not Apply To This Facility. BCEHD Signature BCAPCD Signature Date Date WHITE- Building Dept 0 YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD -Fire Dept. BUTTE COUNTY COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND 'EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) BUILDING PERMIT NUMBER Firm Name .. 1-- • -.e, . Address Nature of Business APN Contact Person F.� 4� 1' b ,� t �`l Phone # 1. Does your business or that of your tennants handle, store, or transport hazardous materials? IIII NO 0 YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persdns or harmful to the environment if released. 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at standard temperature 4 pressure), or formulation containing hazardous material? ,© NO 0 YES If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916-5,3.$= 2W.) for a review of the project. 9:�t Z!2 -7 3. Is the business/facility/operation to be located within 1000 feet or the outer boundry of a school or school site? 0 NO 0 YES IF YES, name of school. 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fumes, vapors, or other volatile compounds? rQ NO 0 YES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representative�j��w.. (Signature) (Date.)' BCEHD BCAPCD / The applicant has met or is meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. El11 The Above Regulations Do Not Apply To This Facility. BCEHD Signature Date BCAPCD Signature Date WHITE- Building Dept 0 YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD- Fire Dept. -s<—wr'rtr' a„"yri�nrava->Yaa'YFnc;,:•yy:;c""+'*yr<f-..tx,>'t,'1:«32x"�ryt�aa.��,.�£•�,n,�..a-y►,�°4:,�o .-z- E BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM ; (One Form Per Building) School District Building Department No. A.P. Number ��1 y%- 00 Jurisdiction City 0 ounty Property Owner) , 64)(M -df -k, Property Location/Address (,Jen, 4J Subdivison Lot No. Cgs 5rs2-�;) Residential Development 0 Sq. Footage No. of Living MHI Addition (Group R) Units Commercial/IndustrialSq. Footage -3 -3!5-0 0 New Addition .(Including Exterior ® Roofed Areas) BuildifigDepartment Representative Date (Floor Plans reviewed by School District Personnel) District Identification No. 1 O School District certifies that VYl rn.h;?/I (Applicant) 34 sS -3 77/ (Street Address) (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution.No. 6 by payment of $ representingsquare feet. Check here if fee received represents "Full Mitigation". School District Representative Date Paid by Check # Remarks: Bank Number Paid by Cash If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the.School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act`(CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) ' feeformmk, (a/ea) L: 1/90 A: 3 S: 3 E: B D S..DAYTON BUTLER MANUFACTURING COMPANY ENGINEERING DATA CUSTOMER: D & E AUTO LOCATION: CHICO, CA BUILDER: DETCO STEEL BUILDING SIZE: 50X7OXlG LRF 1:12 BMC ORDER NO.: 04-084209-1 BUILDER ORDER NO.: 1000-22 TABLE OF CONTENTS PAGE DESIGN CRITERIA D1 SPECIFICATIONS 1 ROOF SECONDARIES 6 WALL SECONDARIES 14 ENDWALL STRUCTURALS 17 LONG. BRACING 23 WALL PANEL G04 ROOF PANEL G03 MISCELLANEOUS DESIGN NA FRAME DESIGN F2 - FRAME CONNECTIONS S2 DATE: 12/20/90 D E S I G N C R I T E R I A R E P O R T PD1200DDC TIME: 01:13 PM PAGE 1 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 084209 BUILDER - DETCO STEEL 4 CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3.757 PROJ NAME - D. 4 E. AUTO ENGR GRP - VISALIA COMPLEX - NO (T' -'PE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF 50' 0" 70' 0" 16' 0" 20 PSF 80 MPH UBC 88 1.000:12 (COLUMN SHAPE) (COLUMN KNEE) (COLUMN OFFSET) (GIRT DEPTH) LSW: TAPERED RSW: TAPERED LSW: HORIZONTAL RSW: HORIZONTAL LSW: 8" RSW: 8" LSW: a" RSW:' 8" ------------------------------------------------------------------------------------------------------------------------------------ ------------------------------------------------------------------- 1. DESIGN SPECIFICATIONS 1.1 All structural mill sections or welded -up plate sections are designed in accordance with the 1978 edition of the AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. 1.2 All cold -formed structural members are designed in accordance with the 1986 edition of the AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS. 1.3 All :gelding shall be done in accordance with the AMERICAN WELDING SOCIETY CODE FOR BUILDING CONSTRUCTION. 2. MATERI:.L SPECIFICATIONS Built-up Sections ......................... Fy = 50 ksi min. Wide rlange Sections (unless noted) ....... Fy = 36 ksi min. Cold-Eocmed Members up to .120 thickness .. Fy = 55 ksi min. over .120 thickness... Fy = 50 ksi min. Galvanized Material .. Fy = 42 ksi min. Brace -::.ds up to 3/4" diameter ............ Fu = 80 ksi min. over 3/4" diameter ............ Fu = 70 ksi min. Roof Cover BRII 28 Gage ........... Fy = 80 ksi min. Wall Cover BRII 28 Gage ........... Fy = 80 ksi min. ------------------------------------------------------------------- 1 Z ------------------------------------------------------- 3. SPECIFIED DESIGN LOADS AND BUILDING CODE 3.1 BUILDING CODE: The 1988 edition of the "Uniform Building Code" by the International Conference of Building Officials (ICBO). 3.2 DESIGN LOADS Dead Load 1.2 + Frame Weight Roof Live Load 20 psf Collateral Load 0 psf. Wind Speed 80 mph Wind Exposure Factor B Seismic Zone 3 Snow Importance Factor 1.000 Wind Importance Factor 1.000 Seismic Importance Factor 1.000 MBMA County Ground Snow 0 psf Building Use Category 1 DATE: 12/20/90 D E S I G N D A T A R E P O R T PD1200DSN TIME: 01:13 PM 0-00-01 GLOBAL DATA LRF DESIGN SPECIFICATIONS PAGE 1 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 084209 BUILDER — DETCO STEEL & CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT — DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME — D. & E. AUTO ENGR GRP — VISALIA COMPLEX — NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT ------------------------------------------------------------------------------------------------------------------------------------ # 1 BLDG DESCRIPTION LRF 50' 0" 70' 0" 16' 0" 20 PSF 80 MPH USC 88 1.000:12 1.0 DESCRIPTION 1.1 GENERAL The primary structural system is a clear span rigid frame with a gabled roof. The end frames consist of simple beams supported by posts. Purlins and eave struts spanning between the frames support the roof panels. The wall panels span from the base to the eave and may be supported at intermediate points by girts spanning between the -frames. 1.2 RIGID FRAMES The rigid frames consist of tapered welded—up plate section columns and roof beams with bolted splices. The minimum yield of the steel' used Eor flanges and webs is 50 ksi. 1.3 END FRAMES The end frames are composed of endwall posts and endwall roof beams. These are cold—formed C—shaped members fabricated from 55 ksi minimum yield material except that material greater than .120" thick is 50 ksi minimum yield. 1.4 SECONDARY FRAMING The secondary framing consists of purlins, girts, and eave struts cold—formed from 55 ksi.minimum yield material. Purlins and girts are Z—shaped members and eave struts are C—shaped. 2.0 DESIGN SPECIFICATIONS 2.1 All structural mill sections or welded—up plate sections are designed in accordance with 1978 edition of the AISC SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. 2.2 All cold—formed structural members are designed in accordance with the 1986 edition of the AISI SPECIFICATION FOR THE DESIGN OF COLD—FORMED STEEL STRUCTURAL MEMBERS. W DATE: 12/20/90 D E S I G N TIME: 01:13 PM 0-00-01 GLOBAL DATA ------------------------------------------------------------------ ORDER # 084209 BUILDER - DETCO STEEL 6 CONST INC BLDR CONTACT — DARRELL DETER BLDR PHONE # 916-343-3757 COMPLEX — NO (TYPE) (WIDTH) (LENGTH) UNIT # 1 BLDG DESCRIPTION LRF 50' 0" 70' 0" ------------------------------------------------------------------ 3.0 METHOD OF ANALYSIS 3.1 RIGID FRAMES D A T A R E P O R T PD120ODSN LRF DESIGN SPECIFICATIONS PAGE ' 2 ------------------------------------------------------------------ BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 PROJ NAME — D. k E. AUTO ENGR GRP — VISALIA (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) 16' 0" 20 PSF 80 MPH UBC 88 1.000:12 -------------------------------------------------------------=---- The rigid frame is designed using the stiffness analysis method. The Butler rigid frame has pinned connections at the Column bases. The indeterminate reaction analysis for this frame uses the energy method considering bending only. To account for the changing sections of the frame, summations are used to evaluate the necessary integrals. The summations are obtained by dividing the frame into a number of individual sections and adding the frame coefficients of these sections. 3.2 ENDWALL FRAMING 3.2.1 Endwall Posts Endwall posts will be designed as pinned end members (simple span) to resist the moment and shear caused by wind load from the tributary wall area; the axial Load caused by the vertical forces (dead load, live load, uplift) from the tributary roof area; and the bending moment caused by the eccentricity of the vertical forces (roof beam attached to the endwall post flange). All roof and wall loads will be considered uniformly distributed. Except for the addition of the moment caused by the roof beam eccentricity, endwall posts will be assumed to be loaded through the shear center. The posts will be considered adequately braced against torsional—flexural buckling by the panels and girts. Girt locations will be considered inner and outer flange brace points. Moments and forces will be determined in accordance with the above specifications and procedures. 10 DATE: 12/20/90 D E S I G N D A T A R E P O R T PD1200DSN TIME: 01:13 PM 0-00-01 GLOBAL DATA LRF DESIGN SPECIFICATIONS PAGE 3 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 084209 BUILDER - DETCO STEEL & CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71. BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME - D. E E. AUTO ENGR GRP - VISALIA COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT). (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT ------------------------------------------------------------------------------------------------------------------------------------ # 1 BLDG DESCRIPTION LRF 50' 0" 70' 0" 16' 0" 20 PSF 80 MPH UBC 88 1.000:12 3.2.2 Endwall Roof Beams Endwall roof beams will be designed as simple span, simple span with cantilever, or two span continuous members. All connections will be considered to provide pinned end support. The roof beams will be designed to resist the shear and moment caused by the dead load, live load, and wind uplift applied to the tributary roof, area. The endwall panel weight (1.1 psf x eave height) will be deducted from the applied uplift load. The purlin clips will brace top and bottom flange of all roof beams. Allowable moment capacity will be computed in accordance with Section C3 of the 1986 Edition of the AISI Specification. Moments and forces will be determined in accordance with the above specifications and procedures. 3.2.3 Endwall Girts Endwall girts will be designed as simple span members. All connections will be considered to provide pinned end support. The girts will be designed to resist the shear and moment caused by wind pressure or suction applied to the tributary wall area. All wall loads will be considered uniformly distributed. The load acting on a member will be determined by multiplying a design pressure or suction by a load width. The load width will be determined by summing the distance to support members on each side of the girt being designed and dividing by two. The distance at the span centerline will be used to determine the load width for gable girts. The outside flange of the girt will be considered continuously braced by the wall panel. The inside flange will be considered unbraced and designed in accordance with provisions of Section 03.1.3 of the AISI specifications. Moments and forces will be determined in accordance with the above specifications and procedures. T, DATE: 12/20/90 D E S I G N D A TIME: 01:13 PM 0-00-01 GLOBAL DATA --------------------------------------------------------------------- ORDER # 084209 BUILDER - DETCO STEEL & CONST INC BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 COMPLEX - NO (TYPE) (WIDTH) (LENGTH) UNIT # 1 BLDG DESCRIPTION LRF 50' 0" 70' 0" --------------------------------------------------------------------- 3.2.4 Endwall Bracing T A R E P O R T PD1200DSN LRF DESIGN SPECIFICATIONS PAGE 4 ------------------------------------------------------ ---------- BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 PROJ NAME - D. 4 E. AUTO ENGR GRP - VISALIA (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) 16' 0" 20 PSF 80 MPH UBC 88 1.000:12 --------------------------------------------------------------- Brace rods will be designed as tension members in accordance with the applicable provisions of AISC. The endwall bracing will be designed to resist a concentrated load at the top of the corner post equal to the wind load times the tributary sidewall area. Allowable values and stresses will be determined in accordance with the above specifications and procedures. Endwall bracing design based on panel diaphragm action will require a lineal footage of full height panel determined by eave height and wind loading. Panels will be designed as simple span (no girts) or continuous span (with girts) members. The panels will be designed assuming a uniformly distributed wind pressure or suction. Maximum panel spans will be developed in accordance with the above specifications and procedures. 3.3 SECONDARY FRAMING Purlins and sidewall girts may be designed as simple span or continuous beams. Eave struts are designed as simple span beams. All members are designed using the stiffness analysis method. The purlins and save struts are designed for the shear and moment caused by live load or uplift on the tributary roof area and the axial load caused by wind on the tributary endwall area. The sidewall girts are designed for the shear and moment caused by wind pressure or suction applied to the tributary wall area. All loads are assumed uniformly distributed, but tapered and concentrated loads can be input and are considered in the design. The section is optimized for either allowable forces, moments or live load deflection in accord- ance with the above listed specifications and procedures. The top (or outside) flange is considered to be braced by the paneling. The 'inside flange will be considered unbraced and designed in accordance with provisions of Section C3.1.3 of the AISI specifications. For the roof structurals only, the bottom flange may be considered braced by actual physical brace points (for uniform loading the point of inflection may be used as a brace point). M DATE: 12/20/90 D E S I G N D A T A R E P O R T PD120ODSN TIME: 01:13 PM 0-00-01 GLOBAL DATA LRF DESIGN SPECIFICATIONS PAGE 5 ------------------------------------ ORDER ---------------------------'--------------------------------------------------------------------- # 084209 BUILDER — DETCO STEEL E CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT — DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME — D. 4 E. AUTO ENGR GRP — VISALIA COMPLEX — NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT ------------------------------------------------------------------------------------------------------------------------------------ # 1 BLDG DESCRIPTION LRF 50' 0" 70' 0" 16' 0" 20 PSF 80 MPH UBC 88 1.000:12 3.4 ROOF AND SIDEWALL WIND BRACING 3.4.1 STANDARD BRACING AND OPTIONS The standard wind bracing to be provided in all buildings is a parallel chord Pratt truss in the roof and 'x' diagonal rod members in the wall. A single rod in each outer section of all beam and post endwalls is also standard. The rod loads are computed by summing the windward and leeward endwall post reactions which act between the ridge of the building and the strut whose load the brace rod is transferring down the roof. If more than one braced bay exists, it is assumed that the accumulated wind load is distributed equally to each braced bay. Hence the sum computed above is divided by the number of braced bays. The rod load is determined by dividing the strut load by the cosine of the angle between the strut and the brace rod. The rod size is selected as the smallest rod whose allowable tension exceeds the rod load. Larger rods than required by.load may be used if required by connection details. Rods 0.75 inch in diameter and less are composed of steel with 80 ksi ultimate tensile. Rods larger than 0.75 inch in diameter are composed of steel with 70 ksi ultimate. The braced bay sidewall reactions are the horizontal and vertical . resolution of the load in the sidewall rods. V DATE: 12/20/90 D E S I G N D A T A R E P O R T PD1200DSN TIME: 01:13 PM 1-02-01 ROOF STRUCTURALS WIDTH LEFT SIDEWALL EAVE STRUTS PAGE 6 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 084209 BUILDER - DETCO STEEL & CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME - D. & E. AUTO ENGR•GRP - VISALIA COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT ------------------------------------------------------------------------------------------------------------------------------------ # 1 BLDG DESCRIPTION LRF 50' 0" 70' 0" 16' 0" 20 PSF 80 MPH UBC 88 1.000.:12 SPANS AND UNIFORM LOADS( FT & PSF) +------------------------------------------------------------+ BAY SPAN LOAD EW SHEAR UNIFORM LOADS MOMENT NUMBER (IN -K) WIDTH DL CLL LL WPRESS WSUCT +------------------------------------------------------------+ 2 DL + WL (S) 0.00 0.00 0.00 0.00 1 25.00 1.99 1.2 0.0 20.0 0.0 0.0 2 20.00 1.99 1.2 0.0 20.0 0.0 0.0 3 24.25 1.99 1.2 0.0 20.0- 0.0 0.0 NOTES: MEMBER WEIGHT IS INCLUDED IN ADDITION TO DEAD LOAD SHOWN.. EAVE STRUT BRACE LOCATIONS +---------------------------------------------------------------------------------------------------------------- BAY LOCATION/ NUMBER POSITION +---------------------------------------------------------------------------------------------------------------+ 1 13.50 TOP 2 10.00 TOP 3 11.50 TOP NOTES: EAVE STRUT BRACE LOCATIONS ARE MEASURED STARTING FROM THE FRAME LINE NEAREST THE FRONT ENDWALL LOAD COMBINATIONS END FORCES +------------------------------+-----------------------------------------+ FRONT EW REAR EW SHEAR MOMENT SHEAR MOMENT NO DESCRIPTION (K) (IN -K) (K) (IN-K) +------------------------------+-----------------------------------------+ . 1 DL + LL 0.00 0.00 -0.03 -0.14 2 DL + WL (S) 0.00 0.00 0.00 0.00 DATE: 12/20/90 DATA D E S I G N D A T A R E P O R T PD1200DSN TIME: 01:13 PM 1-02-01 ROOF STRUCTURALS = COMBINED STRESS LEFT SIDEWALL EAVE STRUTS = DISTANCE (FEET) PAGE 17 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 084209 BUILDER - DETCO STEEL & CONST INC BLDR ORDER # 1000-22 +------------------------------------------=---------------------------------------------------------------------------------------+ BAY k«kk«kkkkkk SHEAR kkkfRkk««k« BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME - D. 6 E. AUTO BENDING ENGR GRP - VISALIA COMPLEX - NO(TYPE) XV (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF ------------------------------------------------------------------------------------------------------------------------------------ 50' 0" 70' 0" 16' 0" 20 PSF 80. MPH UBC 88 1.000:12 SECTION PROPERTIES (ACTUAL FURNISHED PART) RATIO AT CRITICAL COMBINED SHEAR AND BENDING (* indicates overstress condition) =CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK +----------------------------------------------------------------------------------------------------------------------------------+ 0.6 9.7 0.059 1 --------------------------------------------------------+ 111.4 0.00 29.30 BAY PART LENGTH DEPTH THICK MINTHK FY FLG RAD LIP AREA IX IY -0.5 NUMBER NUMBER (IN) (IN) (IN) (IN) (KSI) (IN) (IN) (IN) (IN**2) (IN**4) 29.30 (IN**4) 10.0 -0.1 ------------------------------------- ---------------------- ----------------------------------------------------+ 2.7 27.2 3 24.2 1 0540154 299-4 8.00 0.094 0.060 55.00 3.50 0.31 1.13 1.53 15.32 2.63 0.360 1 2 0540154 239-4 8.00 0.094 0.060 55.00 3.50 0.31 1.13 1.53 15.32 2.63 3 0540154 299-4 8.00 0.094 0.060 55.00 3.50 0.31 1.13 1.53 15.32 2.63 NOTES: MINTHK = MINIMUM DESIGN THICKNESS DESIGN DATA SUMMARY = CRITICAL SHEAR (KIPS) = ALLOWABLE SHEAR (KIPS) = COMBINED STRESS RATIO AT CRITICAL SHEAR = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL MOMENT = CRITICAL MOMENT (IN -KIPS) +------------------------------------------=---------------------------------------------------------------------------------------+ BAY k«kk«kkkkkk SHEAR kkkfRkk««k« kkkkrkrkk" COMBINED AXIAL I BENDING k*«r****** * COMBINED SHEAR & BENDING ** STRUT LOAD NUM XV ACTV ALLV CSRV LD KM ACTM ALLM ACTA ALLA CSRB LD XC ACTVC ACTMC CSRC LD ACT ALLOW = COMBINED STRESS RATIO AT CRITICAL COMBINED SHEAR AND BENDING (* indicates overstress condition) =CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK +----------------------------------------------------------------------------------------------------------------------------------+ 0.6 9.7 0.059 1 12.5 42.7 111.4 0.00 29.30 0.383 1 12.5 0.1 42.7 0.147 1 1.0 26.4 1 2 0.0 20.0 -0.5 9.7 0.047 1 10.0 27.3 111.4 0.00 29.30 0.245 1 10.0 -0.1 27.3 0.060 1 2.7 27.2 3 24.2 -0.6 9.7 0.057 1 12.1 40.1 111.4 0.00 29.30 0.360 1 12.1 -0.1 40.1 0.129 1 1.0 26.5. NOTES: XV ACTV ALLV CSRV XM ACTM ALLM ACTA. ALLA CSRB XC ACTVC ACTMC CSRC LD ACT ALLOW �� = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL SHEAR = CRITICAL SHEAR (KIPS) = ALLOWABLE SHEAR (KIPS) = COMBINED STRESS RATIO AT CRITICAL SHEAR = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL MOMENT = CRITICAL MOMENT (IN -KIPS) = ALLOWABLE MOMENT (IN -KIPS) = ACTUAL AXIAL FORCE (KIPS) = ALLOWABLE AXIAL FORCE (KIPS) IN THE ABSENCE OF MOMENT = COMBINED STRESS RATIO AT CRITICAL MOMENT (* indicates overstress condition) = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL COMBINED SHEAR AND BENDING = SHEAR (KIPS) AT COMBINED LOCATION = MOMENT (IN -KIPS) AT COMBINED LOCATION = COMBINED STRESS RATIO AT CRITICAL COMBINED SHEAR AND BENDING (* indicates overstress condition) =CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK = MAXIMUM AXIAL FORCE (KIPS) DUE TO WIND LOAD = ALLOWABLE AXIAL FORCE (KIPS) IN COMBINATION WITH CONTROLLING MOMENT DUE TO WIND DATE: 0/90 D E S I G N . D A T A R E P O R T PD120ODSN TIME: 01:13 PM 1-02-01 ROOF STRUCTURALS WIDTH RIGHT SIDEWALL EAVE STRUTS PAGE 8 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 084209 BUILDER - DETCO STEEL & CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME - D. & E. AUTO ENGR GRP - VISALIA COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT ------------------------------------------------------------------------------------------------------------------------------------ # 1 BLDG DESCRIPTION LRF 50' 0" 70' 0" 16' 0" 20 PSF 80 MPH UBC 88 1.000:12 SPANS AND UNIFORM LOADS( FT & PSF) +------------------------------------------------------------+ BAY SPAN LOAD +------------------------------------------------------------------------- UNIFORM LOADS REAR NUMBER SHEAR WIDTH DL CLL LL WPRESS WSUCT +------------------------------------------------------------- -------------------------------+------------------------------------------ 1 DL + LL 0.00 0.00 -0.03 -0.14 1 25.00 1.99 1.2 0.0 20.0 .0.0 0.0 2 20.00 1.99 1.2 0.0 20.0 0.0 0.0 3 24.25 1.99 1.2 0.0 20.0 0.0 0.0 NOTES: MEMBER WEIGHT IS INCLUDED IN ADDITION TO DEAD LOAD SHOWN. EAVE STRUT BRACE LOCATIONS +--------------------------------------------------------------------------------- BAY LOCATION/ NUMBER POSITION +--------------------------------------------------------------------------------- 1 13.50 TOP 2 10.00 TOP 3 11.50 TOP ---------------------------- ----------------------------- NOTES: ------------------------------------------------------+. NOTES: EAVE STRUT BRACE LOCATIONS ARE MEASURED STARTING FROM THE FRAME LINE NEAREST THE FRONT ENDWALL LOAD COMBINATIONS END FORCES +------------------------------------------------------------------------- FRONT EW REAR EW SHEAR MOMENT SHEAR MOMENT NO DESCRIPTION (K) (IN -K) (K) (IN -K) -------------------------------+------------------------------------------ 1 DL + LL 0.00 0.00 -0.03 -0.14 2 DL + WL (S) 0.00 0.00 0.00 0.00 0 DA D E S I G N D A T A R E P O R T STRUT LOAD PD120ODSN TIME: 01:13 PM 1-02-01 ROOF STRUCTURALS ACTA ALLA CSRB LD XC ACTVC RIGHT SIDEWALL EAVE STRUTS ACT ALLOW PAGE 9 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 084209 BUILDER - DETCO STEEL & CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME - D. & E. AUTO ENGR GRP - VISALIA COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG ------------------------------------------------------------------------------------------------------------------------------------ DESCRIPTION LRF 50' 0" 70' 0" 16' 0" 20 PSF 80 MPH UBC 88 1.000:12 SECTION PROPERTIES (ACTUAL FURNISHED PART) ACTV +--------------------------------------------------------------------------------------------------------------+ BAY PART LENGTH DEPTH THICK MINTHK FY FLG RAD LIP AREA IX IY NUMBER NUMBER (IN) (IN) (IN) (IN) (KSI) (IN) (IN) (IN) (IN**2) (IN**4) (IN**4) +--------------------------------------------------------------------------------------------------------------+ XM = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL MOMENT 1 0540154 299-4 8.00 0.094 0.060 55.00 3.50 0.31 1.13 1.53 15.32 2.63 2 0540154 239-4 8.00 0.094 0.060 55.00 3.50 0.31 1.13 1.53 15.32 2.63 3 0540154 299-4 8.00 0.094 0.060 55.00 3.50- 0.31 1.13 1.53 15.32 2.63 NOTES: MINT11K = MINIMUM DESIGN THICKNESS ALLA = ALLOWABLE AXIAL FORCE (KIPS) IN THE ABSENCE OF MOMENT DESIGN DATA SU14MARY +----------------------------------------------------------------------------------------------------------------------------------- BAY *******`*** SHEAR ******k**** +++*.+*iii* COMBINED AXIAL & BENDING *i****i*** * COMBINED SHEAR & BENDING ** STRUT LOAD NUM XV ACTV ALLV CSRV LD XM ACTM ALLM ACTA ALLA CSRB LD XC ACTVC ACTMC CSRC LD ACT ALLOW +----------------------------=-----------------------------------------------------------------------------------------------------+ 1 0.0 0.6 9.7 0.059 1 12.5 42.7 111.4 0.00 29.30 0.383 1 12.5 0.1 42.7 0.147 1 1.0 26.4 2 20.0 -0.5 9.7 0.047 1 10.0 27.3 111.4 0.00 29.30 0.245 1 10.0 -0.1 27.3 0.060 1 2.7 27.2 3 24.2 -0.6 9.7 0.057 1 12.1 40.1 111.4 0.00 29.30 0.360 1 12.1 -0.1 40.1 0.129 1 1.0 26.5 NOTES: XV = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL SHEAR ACTV = CRITICAL SHEAR (KIPS) ALLV = ALLOWABLE SHEAR (KIPS) CSRV = COMBINED STRESS RATIO AT CRITICAL SHEAR XM = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL MOMENT ACTM = CRITICAL MOMENT (IN -KIPS) ALLM = ALLOWABLE MOMENT (IN -KIPS) ACTA = ACTUAL AXIAL FORCE (KIPS) ALLA = ALLOWABLE AXIAL FORCE (KIPS) IN THE ABSENCE OF MOMENT CSRB = COMBINED STRESS RATIO AT CRITICAL MOMENT (* indicates overstress condition) XC = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL COMBINED SHEAR AND BENDING ACTVC = SHEAR (KIPS) AT COMBINED LOCATION ACTMC = MOMENT (IN -KIPS) AT COMBINED LOCATION CSRC = COMBINED STRESS RATIO AT CRITICAL COMBINED SHEAR AND BENDING (* indicates overstress condition) LD = CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK ACT = MAXIMUM AXIAL FORCE (KIPS) DUE TO WIND LOAD ALLOW = ALLOWABLE AXIAL FORCE (KIPS) IN COMBINATION WITH CONTROLLING MOMENT DUE TO WIND DATE: 12/20/90 LOAD I D E S I G N D A T A R E P O R T PD120ODSN TIME: 01:13'PM 1-02-01 ROOF STRUCTURALS WIDTH LEFT SLOPE PURLINS PAGE 10 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 084209 BUILDER - DETCO STEEL & CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME - D. & E. AUTO ENGR GRP - VISALIA COMPLEX - NO (TYPE) (WIDTH) 20.0 (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT ------------------------------------------------------------------------------------------------------------------------------------ # 1 BLDG DESCRIPTION LRF 50' 0" 70' 0" 16' 0" 20 PSF 80 MPH UBC 88 1.000:12 SPANS AND UNIFORM LOADS (FT & PSF) +-------------------------------------------------------------------------------------- BAY SPAN LOAD I LOADS NUMBER UNIFORM LOADS WPRESS WSUCT LAP PURLIN NUMBER 1 WIDTH DL CLL LL WPRESS WSUCT LEFT RIGHT TYPE --------------------------------------------------------------------------------------- 1.2 0.0 20.0 0.0 23.8 PURLIN BRACE LOCATIONS -------------------------------------------------------------------------+ 1 -------------------------------------------------------------- 0.00. 1 25.00 5.00 1.2 0.0 20.0 0.0 13.1 1.00 CONTINUOUS 2 20.00 5.00 1.2 0.0 20.0 0.0 13.1 2.00 2.00 CONTINUOUS 3 24.25 5.00 1.2 0.0 20.0 0.0 13.1 1.00 CONTINUOUS NOTES: MEMBER WEIGHT IS INCLUDED IN ADDITION TO DEAD LOAD SHOWN. PERIMETER LOADS (FT & PSF) --------------------------------------------------------------- BAY SPAN LOAD PERIMETER LOADS NUMBER WIDTH DL CLL LL WPRESS WSUCT +------------------------------------------------------------- FRONT EW 1 25.00 3.01 1.2 0.0 20.0 0.0 23.8 2 20.00 3.01 1.2 0.0 20.0 0.0 23.8 3 24.25 3.01 1.2 0.0 20.0 0.0 23.8 PURLIN BRACE LOCATIONS -------------------------------------------------------------------------+ 1 -------------------------------------------------------------- 0.00. 0.00 BAY -0.35 2 LOCATION/ NUMBER 0.00 0.04 POSITION +----------7-------------------------------------------------- 1 13.50 TOP 2 10.00 TOP 3 11.50 TOP ---------------------------+ ------------------------------------------------- NOTES: PURLIN BRACE LOCATIONS ARE MEASURED STARTING FROM THE FRAME LINE NEAREST THE FRONT ENDWALL LOAD COMBINATIONS END FORCES -------------------------------------------------------------------------+ FRONT EW REAR EW SHEAR MOMENT SHEAR MOMENT NO DESCRIPTION (K) (IN -K) (K) (IN-K) -------------------------------------------------------------------------+ 1 DL + LL 0.00. 0.00 -0.07 -0.35 2 DL + WL (S) 0.00 0.00 0.04 0.20 N pmpw- DATE: 12720/90 D E S I G N D A TIME: 01:13 PM 1-02-01 ROOF STRUCTURALS ---------=----------------------------------------------------------- ORDER # 084209 BUILDER - DETCO STEEL & CONST INC BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 COMPLEX - NO, (TYPE) (WIDTH) (LENGTH) UNIT # 1 BLDG DESCRIPTION LRF 50' 0" 70' 0" --------------------------------------------------------------------- T A R E P O R T LENGTH PD120ODSN LEFT SLOPE PURLINS FY PAGE 11 -------------------------------------------------------------- BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 PROJ NAME - D. & E. AUTO ENGR GRP - VISALIA (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) 16' 0" -------------------------------------------------------------- 20 PSF 80 MPH UBC 88 1.000:12 SECTION PROPERTIES (ACTUAL FURNISHED PART) +---------------------------------------------------------------------------------------------------------------+ BAY PART LENGTH DEPTH THICK MINTHK FY FLG RAD LIP AREA IX IY NUMBER NUMBER (IN) (IN) (IN) (IN) (KSI) (IN) (IN) (IN) (IN**2) (IN**4) (IN**4) +---------------------------------------------------------------------------------------------------------------+ 0.9 2.4 0.361 1 2.0 -43.0 51.9 0.00 10.20 0.828 1 2.0 0.9 -43.0 0.710 1 9.5 3 1 0530524 323-4 8.00 0.080 0.075 55.00 2.63 0.25 0.88 1.16 11.24 2.03 2 0530361 263-4 8.00 0.060 0.060 55.00 2.63 0.25 0.75 0.86 8.35 1.40 3 0530523 323-4 8.00 0.068 0.067 55.00 2.63 0.25 0.81 0.98 9.52 1.66 NOTES: MINTHK = MINIMUM DESIGN THICKNESS DESIGN DATA SUMMARY +------------------------------------------------------------------------------------------------=---------------------------------+ BAY k*kkk***k** SHEAR *********** k**k***k*** COMBINED AXIAL & BENDING ********** ** COMBINED SHEAR & BENDING ** STRUT LOAD NUM XV ACTV ALLV CSRV LD XM ACTM ALLM ACTA ALLA CSRB LD XC ACTVC ACTMC CSRC LD ACT ALLOW +----------------------------------------------------------------------------------------------------------------------------------+ 1 24.0 -1.5 5.8 0.255 1 10.0 72.0 82.9 0.00 17.10 0.869 1 10.0 0.2 72.0 0.756 1 6.1 2 2.0 0.9 2.4 0.361 1 2.0 -43.0 51.9 0.00 10.20 0.828 1 2.0 0.9 -43.0 0.710 1 9.5 3 1.0 1.4 3.6 0.403 1 14.5 66.6 67.4 0.00 12.80 0.989 1 14.5 -0.2 66.6 0.980 1 4.5 NOTES: XV = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL SHEAR ACTV = CRITICAL SHEAR (KIPS) ALLV = ALLOWABLE SHEAR (KIPS) CSRV = COMBINED STRESS RATIO AT CRITICAL SHEAR XM = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL MOMENT ACTM = CRITICAL MOMENT (IN -KIPS) ALLM = ALLOWABLE MOMENT (IN -KIPS) ACTA = ACTUAL AXIAL FORCE (KIPS) ALLA = ALLOWABLE AXIAL FORCE (KIPS) IN THE ABSENCE OF MOMENT CSRB = COMBINED STRESS RATIO AT CRITICAL MOMENT (* indicates overstress condition) XC = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL COMBINED SHEAR AND BENDING ACTVC = SHEAR (KIPS) AT COMBINED LOCATION ACTMC = MOMENT (IN -KIPS) AT COMBINED LOCATION CSRC =COMBINED STRESS RATIO AT CRITICAL COMBINED SHEAR AND BENDING (* indicates overstress condition) LD = CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK ACT = MAXIMUM AXIAL FORCE (KIPS) DUE TO WIND LOAD ALLOW = ALLOWABLE AXIAL FORCE (KIPS) IN COMBINATION WITH CONTROLLING MOMENT DUE TO WIND DATE: 12/20/90 mam- D E S I G N D A T A R E P O R T PD1200DSN TIME: 01:13 PM 1-02-01 ROOF STRUCTURALS NUMBER RIGHT SLOPE PURLINS PAGE 12 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 084209 BUILDER - DETCO STEEL & CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME - D. & E. AUTO ENGR GRP - VISALIA COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT ------------------------------------------------------------------------------------------------------------------------------------ # 1 BLDG DESCRIPTION LRF 50' 0" 70' 0" 16' 0" 20 PSF 80 MPH UBC 88 1.000:12 SPANS AND UNIFORM LOADS (FT & PSF) +-------------------------------------------------------------------------------------+ BAY SPAN LOAD PERIMETER UNIFORM LOADS NUMBER LAP PURLIN NUMBER CLL LL WIDTH DL CLL LL WPRESS WSUCT LEFT RIGHT TYPE +-------------------------------------------------------------------------------------+ 3.01 1.2 0.0 20.0 0.0 23.8 2 20.00 3.01 1 25.00 5.00 1.2 0.0 20.0 0.0 13.1 1.00 CONTINUOUS 2 20.00 5.00 1.2 0.0 20.0 0.0 13.1 2.00 2.00 CONTINUOUS 3 24.25 5.00 1.2 0.0 20.0 0.0 13.1 1.00 CONTINUOUS NOTES: MEMBER WEIGHT IS INCLUDED IN ADDITION TO DEAD LOAD SHOWN. PERIMETER LOADS (FT & PSF) +------------------------------------------------------------+ BAY SPAN LOAD PERIMETER LOADS +------------------------------+-----------------------------------------+ NUMBER WIDTH DL CLL LL WPRESS WSUCT +------------------------------------------------------------+ SHEAR MOMENT SHEAR 1 25.00 3.01 1.2 0.0 20.0 0.0 23.8 2 20.00 3.01 1.2 0.0 20.0 0.0 23.8 3 24.25 3.01 1.2 0.0 20.0 0.0 23.8 PURLIN BRACE LOCATIONS +--------------------------------------------------------------------------------- BAY LOCATION/ NUMBER POSITION +--------------------------------------------------------------------------------- 1 13.50 TOP 2 10.00 TOP 3 11.50 TOP ---------------------------- --------------------------- NOTES: -------------------------+--------------------------+ NOTES: PURLIN BRACE LOCATIONS ARE MEASURED STARTING FROM THE FRAME LINE NEAREST THE FRONT ENDWALL LOAD COMBINATIONS END FORCES +------------------------------+-----------------------------------------+ FRONT EW REAR EW SHEAR MOMENT SHEAR MOMENT NO DESCRIPTION (K) (IN -K), (K) (IN-K) +------------------------------+-----------------------------------------+ 1 DL + LL 0.00 0.00 -0.07 -0.35 2 DL + WL (S) 0.00 0.00 0.04 0.20 DATE: 12/20/90 D E S I G N D A T A R E P O R T TIME: 01:13 PM 1-02-01 ROOF STRUCTURALS LIP RIGHT SLOPE PURLINS -------------------------------------------------------------------------------------------------- ORDER # 084209 BUILDER - DETCO STEEL & CONST INC BLDR ORDER # 1000-22 BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME - D. & E. AUTO COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) UNIT -------------------------------------------------------------------------------------------------- # 1 BLDG DESCRIPTION LRF 501 0" 70' 0" 16' 0" 20 PSF PD120ODSN PAGE 13 -------------------------------- BLDR ACCOUNT # 20-04-007-71 ENGR GRP - VISALIA (WIND) (CODE/YEAR) (SLOPE) 80 MPH UBC 88 • 1.000:12 -------------------------------- SECTION PROPERTIES (ACTUAL FURNISHED PART) +---------------------------------------------------------------------------------------------------------------+ BAY PART LENGTH DEPTH THICK MINTHK FY FLG RAD LIP AREA IX IY NUMBER NUMBER (IN) (IN) (IN) (IN) (KSI) (IN) (IN) (IN) (IN**2) (IN**4) (IN**4) +---------------------------------------------------------------------------------------------------------------+ 0.9 2.4 0.361 1 2.0 -43.0 51.9 0.00 10.20 0.828 1 2.0 0.9 -43.0 0.710 1 1 0530524 323-4 8.00 0.080 0.075 55.00 2.63 0.25 0.88 1.16 11.24 2.03 2 0530361 263-4 8.00 0.060 0.060 55.00 2.63 0.25 0.75 0.86 8.35 1.40 3 0530523 323-4 8.00 0.068 0.067 55.00 2.63 0.25 0.81 0.98 9.52 1.66 NOTES: MINTHK = MINIMUM DESIGN THICKNESS DESIGN DATA SUMMARY +----------------------------------------------------------------------------------------------------------------------------------+ BAY *********** SHEAR *********** ****:****** COMBINED AXIAL & BENDING ********** ** COMBINED SHEAR & BENDING ** STRUT LOAD NUM XV ACTV ALLV CSRV LD XM ACTM ALLM ACTA ALLA CSRB LD XC ACTVC ACTMC CSRC LD ACT ALLOW +----------------------------------------------------------------------------------------------------------------------------------+ 1 24.0 -1.5 5.8 0.255 1 10.0 72.0 82.9 0.00 17.10 0.869 1 10.0 0.2 72.0 0.756 1 6.1 2 2.0 0.9 2.4 0.361 1 2.0 -43.0 51.9 0.00 10.20 0.828 1 2.0 0.9 -43.0 0.710 1 9.5 3 1.0 1.4 3.6 0.403 1 14.5 66.6 67.4 0.00 12.80 0.989 1 14.5 -0.2 66.6 0.980 1 4.5 NOTES: XV = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL SHEAR ACTV = CRITICAL SHEAR (KIPS) ALLV = ALLOWABLE SHEAR (KIPS) CSRV = COMBINED STRESS RATIO AT CRITICAL SHEAR XM = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL MOMENT ACTM = CRITICAL MOMENT (IN -KIPS) ALLM = ALLOWABLE MOMENT (IN -KIPS) ACTA = ACTUAL AXIAL FORCE (KIPS) ALLA = ALLOWABLE AXIAL FORCE (KIPS) IN THE ABSENCE OF MOMENT CSRB = COMBINED STRESS RATIO AT CRITICAL MOMENT (* indicates overstress condition) XC = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL COMBINED SHEAR AND BENDING ACTVC = SHEAR (KIPS) AT COMBINED LOCATION ACTMC = MOMENT (IN -KIPS) AT COMBINED LOCATION .CSRC = COMBINED STRESS RATIO AT CRITICAL COMBINED SHEAR AND BENDING (* indicates overstress condition) LD = CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK ACT = MAXIMUM AXIAL FORCE (KIPS) DUE TO WIND LOAD ALLOW = ALLOWABLE AXIAL FORCE (KIPS) IN COMBINATION WITH CONTROLLING MOMENT DUE TO WIND DATE: /20/90 D E S I G N TIME: 01:13 PM 1-03-01 SIDEWALL STRUCTURALS ------------------------------------------------------------------ ORDER # 084209 BUILDER - DETCO STEEL & CONST INC BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 COMPLEX - NO (TYPE) (WIDTH) (LENGTH) UNIT # 1 BLDG DESCRIPTION LRF 50' 0" 70,' 0" ------------------------------------------------------------------ D A T A R E P O R T LEFT SIDEWALL GIRTS -------------------------------- BLDR ORDER # 1000-22 PROJ NAME - D. & E. AUTO (HEIGHT) (LIVE) 16' 0" 20 PSF -------------------------------- SPANS AND UNIFORM LOADS (FT & PSF) +---------------------------------------------------------------------+ BAY SPAN LOAD UNIFORM LOADS LAP GIRT NUMBER WIDTH WPRESS WSUCT LEFT RIGHT TYPE +---------------------------------------------------------------------+ 1 NO SW GIRTS FOR THIS BAY 2 NO SW GIRTS FOR THIS BAY 3 NO SW GIRTS FOR THIS BAY Irb PD1200DSN PAGE 14 -------------------------------- BLDR ACCOUNT # 20-04-007-71 ENGR GRP - VISALIA (WIND) (CODE/YEAR) (SLOPE) 80 MPH UBC' 88 1.000:12 -------------------------------- DATE: 12/20/90 D E S I G N D A T A R E P O R T PD120ODSN TIME: 01:13 PM 1-03-01 SIDEWALL STRUCTURALS RIGHT SIDEWALL GIRTS PAGE 15 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 084209 BUILDER - DETCO STEEL & CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME - D. 6 E. AUTO ENGR GRP - VISALIA COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF 50' 0" --------------------------------------------------------------------------------------7--------------------------------------------- 70' 0" 16' 0" 20 PSF 80 MPH UBC 88 1.000:12 SPANS AND UNIFORM LOADS (FT 6 PSF) ----------------------------------------------------------------------- BAY SPAN LOAD UNIFORM LOADS LAP GIRT NUMBER WIDTH WPRESS WSUCT LEFT RIGHT TYPE ----------------------------------------------------------------------- 1 25.00 7.50 14.3 13.1 SIMPLE 2 20.00 7.50 14.3 13.1 SIMPLE 3 24.48 7.50 14.3 13.1 SIMPLE GIRT BRACE LOCATIONS --------------------------------------- BAY LOCATION/ NUMBER POSITION --------------------------------------- 1 6.25 12.50 18.75 INNER INNER INNER 2 NO BRACES FOR THIS SECTION 3 6.25 12.50 18.75 INNER INNER INNER NOTES: GIRT BRACE LOCATIONS ARE MEASURED STARTING FROM FRAME LINE NEAREST THE FRONT ENDWALL LOAD COMBINATIONS -------------------------------- NO DESCRIPTION +------------------------------- 1 WIND PRESSURE 2 WIND SUCTION GIRT LOCATIONS +------------------------------------------------------------------------------- BAY GIRT NUMBER LOCATIONS -------------------------------------------------------------------------------- 1 7.50 2 7.50 3 7.50 ---------------------------------- ------------------------------ DATE: 1 /90 **kwktRkwkk* SHEAR ***********« *********** D E S I G N D A T A R E P O R T XV PD1200DSN TIME: 01:13 PM ------------------------------------------------------------------------------------------------------------------------------------ 1-03-01 SIDEWALL STRUCTURALS RIGHT SIDEWALL GIRTS ------------------------------------------------------- PAGE 16 ORDER # 084209 BUILDER - DETCO STEEL & CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT-.DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME - D. & E. AUTO ENGR GRP - VISALIA COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF ------------------------------------ 50' 0" 7 70, 0" 16' 0" 20 PSF 80 MPH UBC 88 1.000:12 PROPERTIES (ACTUAL FURNISHED PART) ` XV = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL SHEAR +------------------------------------------------------------------------------------------- ACTV = CRITICAL BAY PART LENGTH DEPTH THICK MINTHK FY FLG RAD LIP AREA IX IY ALLV = NUMBER NUMBER (IN) (IN) (IN) (IN) (KSI) (IN) (IN) (IN) (IN**2) (IN**4) (IN**4) +---------------------------------------------------------------------------- COMBINED STRESS RATIO AT CRITICAL SHEAR (* indicates overstress condition) 1 0530354 299-4 8.00 0.080 0.075 55.00 2.63 0.25 0.88 1.16 11.24 2.03 OF CRITICAL 2 0550261 239-4 8.00 0.089 0.083 55.00 2.63. 0.25 0.94 1.30 12.57 2.35 MOMENT (IN. -KIPS) 3 0530354 299-4 8.00 0.080 0.072 55.00 2.63 0.25 0.88 1.16 11.24 2.03 ALLOWABLE NOTES: MINTHK = MINIMUM DESIGN THICKNESS DESIGN DATA SUMMARY (MAXIMUM CONDITIONS SHOWN) +------------------------------------------------------------------ ------------------------------------------------ BAY **kwktRkwkk* SHEAR ***********« *********** BENDING ******fRRRRRRf k* COMBINED SHEAR & BENDING ***** NUMBER XV ACTV ALLV CSRV LD XM ACTM ALLM CSRB LD XC ACTVC ACTMC CSRC LD ------------------------------------------------------- -------------------------------------------------------------------+ 1 0.0 1.3 7.8 0.172 1 12.5 100.4 110.4 0.909 1 12.5 0.1 100.4 0.827 1 2 0.0 1.1 10.7 0.100 1 10.0 -58.9 66.2 0.889 2 10.0 0.1' 64.3 0.235 1 3 0.0 1.3 7.8 0.169 1 12.2 96.3 110.4 0.872 1 12.2 0.2 96.3 0.760 1 NOTES: XV = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL SHEAR ACTV = CRITICAL SHEAR (KIPS) ALLV = ALLOWABLE SHEAR (KIPS) CSRV = COMBINED STRESS RATIO AT CRITICAL SHEAR (* indicates overstress condition) XM = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL MOMENT ACTH = CRITICAL MOMENT (IN. -KIPS) ALLM = ALLOWABLE MOMENT (IN. -KIPS) CSRB = COMBINED STRESS RATIO AT CRITICAL MOMENT (* indicates overstress condition) XC = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL COMBINED SHEAR AND BENDING ACTVC = SHEAR AT COMBINED LOCATION ACTMC = MOMENT AT COMBINED LOCATION CSRC = COMBINED STRESS RATIO AT CRITICAL COMBINED SHEAR AND BENDING (* indicates overstress condition) LD = CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK D D E S I G N D A T A R E P O R T PD120ODSN TIME: 01:13 PM 1-04-01 ENDWALL ------------------------------------------------------------------------------------------------------------------------------------ STRUCTURALS REAR ENDWALL GIRTS PAGE 17 ORDER # 084209 BUILDER - DETCO STEEL 4 CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME - D. 6 E. AUTO ENGR GRP - VISALIA COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE). UNIT # 1 BLDG DESCRIPTION LRF 50' 0" ------------------------------------------------------------------------------------------------------------------------------------ 70' 0" 16' 0" 20 PSF 80 MPH UBC 88 1.000:12 SPANS AND UNIFORM LOADS (FT & PSF) +---------------------------------------------------------------------+ BAY SPAN LOAD UNIFORM LOADS LAP GIRT NUMBER WIDTH WPRESS WSUCT LEFT RIGHT TYPE +-------------------------------------------------------------------- + 1 24.21 6.25 14.3 13.1 SIMPLE 2 24.21 6.25 14.3 13.1 SIMPLE GIRT BRACE LOCATIONS +-------------------------------------+ BAY LOCATION/ NUMBERPOSITION +-------------------------------------+ 1 NO BRACES FOR THIS SECTION 2 NO BRACES FOR THIS SECTION NOTES: GIRT BRACE LOCATIONS ARE MEASURED STARTING FROM FRAME LINE NEAREST THE FRONT ENDWALL LOAD COMBINATIONS +------------------------------+ NO DESCRIPTION +------------------------------+ 1 WIND PRESSURE 2 WIND SUCTION GIRT LOCATIONS +------------------------------------------------------------------------------------------------------------------+ BAY GIRT NUMBER LOCATIONS +--------------=------------------------------------------------- + -------------------------------------------------- 1 7.50 12.50 2 7.50 12.50 SECTION PROPERTIES (ACTUAL FURNISHED PART) +--------------------------------------------------------------------------------------------------------------+ BAY PART LENGTH DEPTH THICK MINTHK FY FLG RAD LIP AREA IX IY NUMBER NUMBER (IN) (IN) (IN) (IN) (KSI) (IN) (IN) (IN) (IN**2) (IN**4) (IN**4) -------------- -------------------------------------------------------------------------------------------------+ 1 0550257 277-2 9.50 0.082 0.080 55.00 2.75 0.2'5 0.94 1.34 17.89 .2.43 2 0550257 277-2 9.50 0.082 0.080 55.00 2.75 0.25 0.94 1.34 17.89 2.43 NOTES: MINTHK = MINIMUM DESIGN THICKNESS DATE: 12720/90 D E S I G N D A T A R E P O R T PD1200DSN TIME: 01:13 PM ------------------------------------------------------------------------------------------------------------------------------------ 1-04-01 ENDWALL STRUCTURALS REAR ENDWALL GIRTS PAGE 18 ORDER # 084209 BUILDER — DETCO STEEL & CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT — DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME — D. & E. AUTO ENGR GRP — VISALIA COMPLEX — NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG ----------------------------------------------------------------=------------------------------------------------------------------- DESCRIPTION LRF 50' 0" 70' 0" 16' 0" 20 PSF 80 MPH UBC 88 1.000:12 DESIGN DATA SUMMARY (MAXIMUM CONDITIONS SHOWN) +-------------------------------------------------------------------------------------------------------------------------+ BAY xrxxrxrxxxxx SHEAR ************ *********** BENDING ************** ** COMBINED SHEAR &'BENDING ***** NUMBER :{V ACTV ALLV CSRV LD XM ACTM ALLM CSRB LD XC ACTVC ACTMC CSRC LD +----------------------------------------------------------------------------- 1 0.0 1.1 6.9 0.156 1 12.1 —71.9 73.8 0.975 2 12.1 0.1 78.5 0.283 1 2 0.0 1.1 6.9 0.156 1 12.1 —71.9 73.8 0.975 2 12.1 0.1 78.5 0.283 1 NOTES: XV = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL SHEAR ACTV = CRITICAL SHEAR (KIPS) ALLV = ALLOWABLE SHEAR (KIPS) CSRV = COMBINED STRESS RATIO AT CRITICAL SHEAR (* indicates overstress condition) XM = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL MOMENT ACTM = CRITICAL MOMENT (IN.—KIPS) ALLM = ALLOWABLE MOMENT (IN.—KIPS) CSRB = COMBINED STRESS RATIO AT CRITICAL MOMENT (* indicates overstress condition) XC =DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL COMBINED SHEAR AND BENDING ACTVC = SHEAR AT COMBINED LOCATION ACTMC = MOMENT AT COMBINED LOCATION CSRC = COMBINED STRESS RATIO AT CRITICAL COMBINED SHEAR AND BENDING (* indicates overstress condition) LD = CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK DATE:Y'12/20/90 D E S I G N TIME: 01:13 PM 1-04-01 ENDWALL STRUCTURALS ------------------------------------------------------------------ ORDER # 084209 BUILDER - DETCO STEEL & CONST INC BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 COMPLEX - NO (TYPE) (WIDTH) (LENGTH) UNIT # 1 BLDG DESCRIPTION LRF 50' 0" 70' 0" ------------------------------------------------------------------ LOAD COMBINATIONS +------------------------------+ NO DESCRIPTION +------------------------------+ 1 DL + LL 2 DL + WL (P) 3 DL + WL (S) D A T A R E P O R T LOAD PD120ODSN REAR ENDWALL POSTS ROOF PAGE 19 ------------------------------------------------------------------ BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 PROJ NAME - D. & E. AUTO ENGR GRP - VISALIA (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) 16' 0" ------------------------------------------------------------------ 20 PSF 80 MPH UBC 88 1.000:12 UNIFORM LOADS (FT & PSF) +------------------+-------------------------+-------------------------------------+ POST DIST FROM LOAD WALL LOADS FY ROOF LOADS LIP AREA NUMBER, LEFT SL WIDTH WPRESS WSUCT DL CLL LL WPRESS WSUCT +------------------+-------------------------+-------------------------------------+ (IN) (IN) (IN**2) 1 0.0 12.50 14.3 13.1 3.0 0.0 20.0 0.0 13.1 2 25.0 25.00 14.3 13.1 3.0 0.0 16.0 0.0 13.1 3 50.0 12.50 14.3 13.1 3.0 0.0 20.0 0.0 13.1 NOTES: DIST FROM LEFT SL = LOCATION AS VIEWED FROM OUTSIDE OF BUILDING. MEMBER WEIGHT IS INCLUDED IN ADDITION TO DEAD LOAD SHOWN. SECTION PROPERTIES (ACTUAL FURNISHED PART) +------------------------------------------------------------------------------------------------------------------------------+ POST DIST FROM POST PART LENGTH DEPTH THICK MINTHK FY FLG RAD LIP AREA IX IY LX LY NUMBER LEFT SL QTY NUMBER (IN) (IN) FLGTK WEBTK (KSI) (IN) (IN) (IN) (IN**2) (IN**4) (IN**4) (FT) (FT) +------------------------------------------------------------------------------------------------------------------------------+ 1 0.0 1 0600670 178-7 9.0 0.060 0.060 55.00 3.50 0.31 0.94 1.02 12.86 1.68 7.49 7.50 2 25.0 1 0600672 203-1 9.0 0.120 0.100 55.00 3.50 0.31 1.06 2.04 25.19 3.32 16.53 7'.50 3 50.0 1 0600670 178-7 9.0 0.060 0.060 55.00 3.50 0.31 0.94 1.02 12.86 1'.68 14.51 7.50 NOTES: DIST FROM LEFT SL = LOCATION AS VIEWED FROM OUTSIDE OF BUILDING. THICK = MATERIAL THICKNESS SUPPLIED FOR C POSTS (IN) MINTHK = MINIMUM DESIGN THICKNESS FOR C POSTS (IN) FLGTK = FLANGE THICKNESS FOR H POSTS (IN) WEBTK = WEB THICKNESS FOR H POSTS (IN) DATE: 12/20/90 *****ttttttt D E S I G N D A T A R E P O R T PD120ODSN TIME: 01:13 PM 1-04-01 ENDWALL STRUCTURALS REAR ENDWALL POSTS PAGE 20 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 084209 BUILDER - DETCO STEEL & CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME - D. & E. AUTO ENGR GRP - VISALIA COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE)' UNIT -------------------------------------------------------------------------------------------------------------------=---------------- # I BLDG DESCRIPTION LRF 50' 0" 70' 0" 16' 0" 20 PSF 80 MPH USC 88 1.000:12 DESIGN DATA SUMMARY (MAXIMUM CONDITIONS SHOWN) +-------------------------------------------------------------------------------------------------------------------+ POST *********** SHEAR *****ttttttt ttttxtxxxaxxttxxxxtxtxtxx COMBINED AXIAL & BENDING ***ttxtxxxxrxxttxxt NUMBER XV ACTV ALLV CSRV LD XM ACTMX ALLMX ACTMY ALLMY ACTA ALLA CSRB LD +-------------------------------------------------------------------------------------------------------------------+ 1 Base Horiz -0.09 1.34 1 12.5 -1.1 2.9 0.370 2 7.5 60.9 86.4 1.5 26.3 -1.5 16.5 0.797 2 2 12.5 - 2 . 2 21.5 0.101 2 7.5 152.3 204.5 2.9 57.8 - 3 . 1 48.5 0.829 2 3 12.5 -1.1 2.9 0.370 2 7.5 60.9 86.4 1.5 26.3 -1.5 16.5 0.797 2 NOTES: XV = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL SHEAR -1.15 Base Vert ACTV = CRITICAL SHEAR (KIPS) Top Horiz -0.09 1.34 -1.15 ALLV = ALLOWABLE SHEAR (KIPS) CSRV = COMBINED STRESS RATIO AT CRITICAL SHEAR (* indicates overstress condition) XM = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL MOMENT ACTMX = CRITICAL MOMENT - X-AXIS (IN. -KIPS) ALLMX = ALLOWABLE MOMENT - X-AXIS (IN. -KIPS) ACTMY = CRITICAL MOMENT - Y-AXIS (IN. -KIPS) ALLMY = ALLOWABLE MOMENT - Y-AXIS (IN. -KIPS) ACTA = ACTUAL AXIAL FORCE (KIPS) ALLA = ALLOWABLE AXIAL FORCE IN THE ABSENCE OF MOMENT (KIPS) CSRB = COMBINED STRESS RATIO AT CRITICAL MOMENT (* indicates overstress condition) LD = CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK SUPPORT REACTIONS +------------------------------------------- ---------------------------------------------- LOAD COMBINATIONS POST REACTION 1 2 3 NUM (Kips) (Kips) (Kips) +------7--------------------------------------------------------------------------------------------- 1 Base Horiz -0.09 1.34 -1.15 Base Vert 3.64 -1.53 -1.53 Top tioriz -0.09 1.34 -1.15 2 Base Horiz -0.14 3.02 -2.64 Base Vert 6.03 -3.06 -3.06 Top Horiz -0.14 3.02 -2.64 3 Base Horiz -0.09 1.34 -1.15 Base Vert 3.64 -1.53 -1.53 Top Horiz -0.09 1.34 -1.15 ------------------------ ------------------------ POST ----------------------+--------=--------------+ DATE: 12/20/90 (ACTUAL D E S I G N D A T A R E P O R T PD120ODSN TIME: 01:13 PM 1-04-01 ENDWALL STRUCTURALS REAR ENDWALL ROOF BEAM PAGE 21 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 084209 BUILDER - DETCO STEEL & CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME - D. & E. AUTO ENGR GRP - VISALIA COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT ------------------------------------------------------------------------------------------------------------------------------------ # 1 BLDG DESCRIPTION LRF 50' 0" 70' 0" 16' 0" 20 PSF 80 MPH UBC 88 1.000:12 LOAD COMBINATIONS +------------------------------+ NO DESCRIPTION +------------------------------+ 1 DL + LL 2' DL + WL (S) UNIFORM LOADS (FT & PSF) +----------------------------------------------------+ RF BM LOAD UNIFORM LOADS NUMBER WIDTH DL CLL LL WPRESS WSUCT +---------------------- --------------------------+ 1 12.50 3.0 0.0 16.0 0.0 13.1 2 12.50 3.0 0.0 16.0 0.0 13.1 NOTES: MEMBER WEIGHT IS INCLUDED IN ADDITION TO DEAD LOAD SHOWN. SECTION PROPERTIES (ACTUAL FURNISHED PART) +--------------------------------------------------------------------------------------------------------------+ RF BM PART LENGTH DEPTH THICK MINTHK FY FLG RAD LIP AREA IX IY NUMBER NUMBER (IN) (IN) (IN) (IN) (KSI) (IN) (IN) (IN) (IN**2) (IN**4) (IN**4) ---------------------------- -----------------------------------------------------------------------------------+ 1 0600722 301-0 13.00 0.180 0.096 50.00 5.00 0.31 1.50 4.43 114.25 14.73 2 0600722 301-0 13.00 0.180 0.096 50.00 5.00 0.31 1.50 4.43 114.25 14.73 NOTES: MINTHK = MINIMUM DESIGN THICKNESS DATE: 12/20/90 D E S I G N D A T A R E P O R T PD1200DSN- TIME: 01:13 PM 1-04-01 ENDWALL STRUCTURALS REAR ENDWALL ROOF BEAM PAGE 22 ----------- =------------------------------------------------------------------------------------------------------------------------ ORDER # 084209 BUILDER — DETCO STEEL & CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT — DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME — D. & E. AUTO ENGR GRP — VISALIA COMPLEX — NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG ------------------------------------------------------------------------------------------------------------------------------------ DESCRIPTION LRF 50' 0" 70' 0" 16' 0" 20 PSF 80 MPH UBC 88 1.000:12 DESIGN DATA SUMMARY (MAXIMUM CONDITIONS SHOWN) +---------------------------------------------------------------------------+. RF BM k"""" SHEAR **RRRtR**tt RRt*++RR+++ BENDING NUMBER XV ACTV ALLV CSRV LD XM ACTM ALLM CSRB LD +---------------------------------------------------------------------------+ 1 0.0 3.0 34.6 0.086 1 13.2 212.3 499.7 .0.425 1 2 24.2 —3.0 34.6 0.086 1 11.0 212.3 498.8 0.426 1 NOTES: XV = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL SHEAR ACTV = CRITICAL SHEAR (KIPS) ALLV = ALLOWABLE SHEAR (KIPS) CSRV = COMBINED STRESS RATIO AT CRITICAL SHEAR (* indicates overstress condition) XM = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL MOMENT ACTM = CRITICAL MOMENT (IN.—KIPS) ALLM = ALLOWABLE MOMENT (IN.—KIPS) CSRB = COMBINED STRESS RATIO AT CRITICAL MOMENT (" indicates overstress condition) LD = CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK N DATE: 12/20/90 BAY D E S I G N D A T A R E P O R T PD1200DSN TIME: ------------------------------------------------------------------------------------------------------------------------------------ 01:13 PM 1-05-01 LONGITUDINAL BRACING ROOF BRACING PAGE 23 ORDER # 084209 BUILDER - DETCO STEEL & CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007771 BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME - D. & E. AUTO ENGR GRP - VISALIA COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT ------------------------------------------------------------------------------------------------------------------------------------ # 1 BLDG DESCRIPTION LRF 50' 0" 70' 0" 16' 0" 20 PSF 80 MPH UBC 88 1.000:12 ROOF BRACE RODS FOR LONGITUDINAL BRACING THE FOLLOWING TABLE CONTAINS INFORMATION ON THE BRACING SECTIONS STARTING WITH THE LEFT SIDEWALL STRUCTURE LINE AND THE FIRST BRACED BAY FROM THE FRONT ENDWALL. ANY DIRECTIONS INDICATED ASSUME YOU ARE LOOKING AT A PLAN VIEW. OF THE ROOF BRACING WITH THE FRONT ENDWALL AT THE BOTTOM OF THE DRAWING. +------+-----+--------+-------+-------+--------+----------+------------+ ROD BAY DIST BAY, ROD ROD ICONNECTIONI PART DIR- NUM FROM LEN LOAD DIA DET NUMBER JECTION1 FROMI CAVE FEW I (FT) I (FT) I (KIPS) (IN) ILEFTIRIGHT1 +------+-----+--------+-------+-------+--------+----+-----+------------+ ! / ! 2 ! 0.00 ! 20.00 ! 2.82 ! 0.4375 !BOO1!B001 ! 544046 ! ! \ ! 2 0.00 ! 20.00 2.82 ! 0.4375 !BOO1!B001 ! 544046 ! ! / ! 2 ! 25.00 ! 20.00 ! 2.82 ! 0.4375 !B00l!B001 ! 544046 ! ! \ 2 25.00 20.00 ! 2.82 ! 0.4375 !B001!B001 ! 544046 ! ! / ! 3 ! 0.00 25'.00 ! 2.75 ! 0.4375 !B001!B040 ! 544046 ! \ ! 3 ! 25.00 ! 25.00 ! 2.75 ! 0.4375 !B040!B001 ! 544046 ! ---------------- ------+-------+-------+--------+----+-----+------------+ DATE: 12/20/90 D E S I G N D A T A R E P O R T DIR- PD1200DSN TIME: 01:13 PM 1-05-01 LONGITUDINAL BRACING WALL BRACING RANCH PAGE 24 -----------------------------------------------------------------------------------------------------=------------------------------ ORDER # 084209 BUILDER - DETCO STEEL & CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME - D. & E. AUTO ENGR GRP - VISALIA COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT ------------------------------------------------------------------------------------------------------------------------------------ # 1 BLDG DESCRIPTION LRF 50' 0" 70' 0" 16' 0" 20 PSF 80 MPH UBC 88 1.000:12 LEFT SIDEWALL BRACE RODS FOR LONGITUDINAL BRACING THE FOLLOWING TABLE CONTAINS INFORMATION ON THE SIDEWALL BRACE RODS STARTING WITH THE FIRST BRACED BAY FROM THE FRONT ENDWALL. THE ROD DIR. INDICATES THE ROD DIRECTION AS VIEWED FROM THE OUTSIDE. THE ROD DIR HAS 3 VALUES WHICH MAY BE X , \ , OR / . ------------------------------------ =+--------+----------------+------------+-------------+ ROD BAY BAY I BR NOME ROD I ROD I CONNECTION I PART I REACTIONS DIR- NUM SIZE I EAVE LOAD DIA DET I NUMBER I HORIZI VERT JECTION1 FROMI I HT RANCH FEW I (FT) I (FT) I (KIPS)) (IN) JBASEJ TOP IBOLT I l(KIPS)I(KIPS)l ---------------------+-------+-------+--------+----------+------------------+-------------- ! \ 2 20.00 16.00 ! 4.05 ! 0.4375 !B001! BOO1! N/A ! 0544046 ! 3.3 ! 2.3 ! ! / ! 2 20.00 ! 16.00 ! 4.05 ! 0.4375 !B001! B001! N/R ! 0544046 ! 3.3 ! 2.3 .! -------------+-------------------------------------+-----+-----+------------+------+------+ UBC BRACING DESIGN �*ttr+rr�rrrr�rrs+rr BUILDING PARAMETERS �r��rrrr*trrrrrrrrrr WIDTH 50.00 LENGTH 70.00 SAVE HT. (LEFT SW) 16.00 LEFT SLOPE 1.00 DISTANCE TO RIDGE 25.00 RIGHT SLOPE 1.00 WALL HT @ LEFT SW 16.00 LEFT SLOPE 1.00 DIST TO WALL RIDGE 25.00 RIGHT SLOPE 1.00 FRONT EW WEIGHT 20.00 WALL HT @ LEFT SW 16.00 LEFT SLOPE 1.00 DIST TO WALL RIDGE 25.00 RIGHT SLOPE 1.00 REAR EW WEIGHT 1.40 ORDER NO.: 084209 BUILDER: DETCO STEEL CUSTOMER: D&E AUTO LIVE/SNOW LOAD: .DEAD LOAD: COLL. LOAD: WIND SPEED: EXPOSURE FACTOR: SEISMIC ZONE: CODE YEAR: WIND COEFFICIENTS 20 PSF 4.0 PSF 0.0 PSF 80 MPH 1 B=1, C=2 3.0 1. 5=2A, 2=2B 1988 0.5 qs: 17 ps2 Ce: 0.7 (0'-20') BAY LENGTH (1) 0.8 (20'-40') Cq: 0.8 WINDWARD BAY LENGTH (2) 0.5 LEEWARD I: 1.00 0.344 (CS=. 14, C/Rw=2. SEISMIC COEFFICIENTS: BAYS BRACING 1 Z: 0.30 BAY LENGTH (1) 20.00 1: 1.00 BAY LENGTH (2) 0.00 CS (C/Rw) : 0.344 (CS=. 14, C/Rw=2. SNOW IN W: 0% K: 1.00 SPACINGS: 25.00 25.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5eoi7ec4jetr� Ar P6 Z,5 - 2? IOR TO 1988 = Z X I X K X CS X BRACE FACTOR X W II = Z X I X C/Rw X W I = 0. 103 W UBC BRACING DESIGN ++rx+++++x+++r++x+ SEISMIC DESIGN WHERE: 0.30 =Z 1.00 =K 0.34 =CS (C/Rw) 1.00 =I 1.00 = BRACE FACTOR FRONT WALL WT: 20.00 PSF REAR WALL WT: 1.40 PSF ROOF WT: 4.00 PSF (DL + CL 20.00 0.00 REACTIONS BAY BAY LSW HORIZONTAL 1.2 0.0 VERT UPLIFT 1.0 0.0 RSW HORIZONTAL 1.2 0.0 VERT UPLIFT 1.0 0.0 + % SL) 20.00 BAY 0.00 BAY DIST. STR FEW REW OST FROM HT WALL WALL POINT*ROD ROD ROD * ROD ROD ROD +STRUT+ PACE LSW HT HT LOAD *LOAD SIZE ALLOW* LOAD SIZE ALLOW*LOAD ----------------------------------*----------------*-----------------*---=-* *LSW 0.0 16.00 16.00 16.00 0.58 4.58 0.438 7.52****** 0.000 0.00 1.19 0.98 0.438 5.28***+*x 0.000 0.00x#**** ++xr 25.0 18.08 18.08 18.08 1.22***++rrr+++xxxx+rx+xxx+xx+xxxxx++xxx 1.22 0.98 0.438 5.28****** 0.000 0.00****** **** 0.0 0.00 0.00 0.00 0.00************************************ 0.00 0.00 0.000 0.00 0.00 0..000 0.00****** ++xx 0.0 0.00 0.00 0.00 0.00**xxx+rxrxrxx+xrrxxxx++xrxxtrr+r++r. 0.00 O.OOx.+x++*xx+xx+x+x+*+xxx++trrx**+ 01.00 0.000 0.00 0.00 0.000 O.00x**t+r xx+x 0.0 0.00 0.00 0.00 O.OO+x++xxxxx+rx++++++xx+xxrxxrx+x++++xr 0.00 0.00 0.000 0.00 0.00 0.000 O.GO****** x++x 0.0 0.00 0.00 0.00 O.OOxx+xx++xxxr:+++++r+++*xxx*xr++++++x+ 0.00 0.00 0.000 0.00 0.00 0.000 0.00****** **** 0.0 0.00 0.00 0.00 0.00**************+***********+********* 0.00 0.00 0.000 0.00 0.00 0.000 0.00****** x++* 0.0 0.00 0.00 0.00 G.OO+++x+xxx+xx*xxxr*x**xr.:*ltrx*!!++*! o.00 0.00 0.000 0.00 0.00 0.000 0.00****rt **** 0.0 0.00 0.00 0.00 G.00************************************ 0.00 O.OOxxxrrxx+xxrxxxxrx++x+*rx+x*xxx 0.00 0.000 0.00 0.00 0.000 0.00x+***. ++r 0.0 0.00 0.00 0.00 0.00**rxx*xxxx+*xx+x+r+xx+x+rxxxx+rxxxx+ 0.00 ********* 0.00 0.000 0.00 0.00 0.000 0.00*****+ xxx+ 0.0 0.00 0.00 0.00 O.OOxxr++xxr+xx+rx+x+r+rxxxxxxrx++xxr++x 0.00 0.00 0.000 0.00 0.00 0.000 0.00*+**** **** 0.0 0.00 0.00 0.00 0.00- ***--*+** 0.00 0.000 0.00 0.00 0.000 0.00+-.+++ **** 0.0 0.00 0.00 0.00 O.QO++.ttli+ltl+lslsltsls+litsi+!lsi++++ 0.U.10 0.000 0.00 0.00 0.000 O.GU*+-+++ ** 0.0 0.00 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.000 0.00**+*.* x.rr 0.0 0.00 '.3.00 0.00' ii.CG++++x++s+t.+.ttl+*.++++ls!?+t+x*+♦+* 0.00 0.00 0.000 0.00 0.00 0.000 0.00x+++s+ +xx+ 0.0 0.00 0.00 0.00 0.00*++ssl++xlt+ttlx++*!l+trrt+++xt+xrrs 0.00 0.00 0.000 0.00 0.00 0.000 0.00*** +++ +*ar 0.0 0.00 0.0G O.GG G.oOx+tsx+r**xxt.***.x.x*xxl+rt**.tt!lttt 0.00 0.00 0.000 0.00 0.00 0.000 0.00+****t *-** 0.0 0.00 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.000 0.00-*+st+ *+!• 0.0 0.00 0.00 0.00 O.GG••*+***+r+.+x..tt*t+++.tt.t+++t++*xt O.GO 0.00 0.000 0.00 0.00 0.000 0.00**+tx! *!*r 0.0 0.00 0.00 0.00 O.OO*!**tt+t*t*i**sx!!++!=si!!!l+++s+*+! 0.00 0.00 0.000 0.00 0.00 0.000 0.00****** * RSW 50.0 16.00 16.00 16.00 0.58 4.58 0.438 7.52****** 0.000 0.00 1.19 PG z(" 99 BUTLER MFG. COMPANY ENGINEERING DATA FILE NO. G04 00 FORM NO. 250.10 JOB MADE BY CKO. By DATE . PAGE OF --3uT t_et2IP_;� TL WALL FA`!rL 0v8 16 -70 I t REVI- DIV1 ZBGAGE 80 KSI 51ON 2 TA.r5UL LTED `7 v�' 28 UA. 80 :iZ N1n j =2IA, L Icll-T P TI car- 4:151 C Mol.!u�.L AND R�PRF5�1�1TATtYc GEj.)TC—C. SE-L"j"tc;t�i. `T- 1— 47- 4.1— 41- FEC710S —i RC PAN7.L S=CT:ON I'F.OPEF -IES F0: Off},' FOOT OF '.' IDTH I _ i :!u=-;zLs I (l: i'T•) CWI:.:z..s:::: OS C:...: I•: £mi:J.: Gs is<n_JE .I � al i ::�.� S.t ::r..�: I 1 �'•. 4j ZS ga . ; .015 .86 29500 80 _0423 •0529 Q299 .0265 .._Lo•::;...Li CS!r'OF.!.. LOAD (I'S'r) YUM.at"ior SPAN - 4.5i SPA... 5 _'PA-N .6 Sin:: 7 irA -7 1s. A:: 8 P , S P S T v P 5 ? S ]• I 5 PAN _L':tiTI3, SI'A?:S _CIA. _ ONI: 89 63 72 51 50 35 37 x_26_1.32.1 23 1_ 22�88� SrL'EL -'• O "L: __i 2_ __I �1 X20 _ _LS!_� 28 T�== 7 98 64 80 44 55 4 lI 35 25 I 31 f`IoTE : DLL V•^_LU='-, F-'NVE �;F--tJ TNC;ZL=ASCD I -jam A5 A! LJ;Vcp &Y '55CTIO>,l 3.1•Z, or' T(;TE \c)j-1 &CSL SPS-clri�Tt��- ALL VALUE -5') e. A(>,V4 kZE 9Ei Ll54r>LC LEG��►� : 'P p2cs��:l R� oa 0LtT51 Dc FACE • S = CTI0ti,j BUTLER MFG. COMPANY ENGINEERING DATA FILE NO. f'93 00 FORM NO. 250.10 - JOB MADE BY CKD. BY DATE PAGE OF 8 21 X78 DIV. RNI- I 2(S GAGE 80 KSI SION 2 CY P;�vTLEfzIP5 z8 c, All 80 �SZ MdTER1AL Ll'SIF�I(� I`�17 EDITION C��- �L'Si. I./M,ISQULt_ AI.1P IZC-P 2.c-SEu ire. 1 2: 6EWTE `G Sf=�Ttc�ti1 . ( 01=10E : ACs I , fTI t 2�- SECTiOr' Ti!ltt:"'PA`:ML SF(_T►nN PROPERTIES FOIZ ONE FOOT WIDTH t'IATE2IA! DEStC�u TUICKNE5S NG14I4T (�/FY) E 1,K51) Fl CKst) CC)tlP. OQ OUT5IDE COMP. ON 04SIDE S� 00) T- CI^t4) S�CIN3) I Ct;t`) 2 g ga. .015 .86 29500 80 I .0423 .0529 .0299 .0265 �I !1�-C FoF2 `tP" 5u3Tr--:5.L7 .86 Pyr-, :07- ADD .86 Pyr (c -a) Llr,.t,) VaLIE•S HAY=I'32-2 LL=G-ti=l.I D � P = ?�c^�:u Rr C1J Ou`( 51Dc c�G= •I � - St!L ; i:; t� Gkl Gu ;SI(�� i LZ! c - 2e Sl '.1 • TYP:CAt. INTF.IIIOR ` 3 kfJ-1 f TY;'!CAL OI•AD ALLO'. A3LF. t::::i 0R: -I LOAD (N: F) .sjm m SFAC . :.S' SP /.N ].0' SI`AN t.0' SPA:: IS SPA 711 PAX=L MAT, -JA.. O SPAINS p I S P S P S p S F I S p I S T-.vo 239T450 11531 288 1061 200 601 113 381 721 341 65 99 1498 1191 1319 ; L331 221 751 125 48i 801 431 72 COA•:.X STEEL E Fit r: TT9--7- 518 1179 ' 331 1 124 1230 701 129 45! 831 481 75 FOUR !1�-C FoF2 `tP" 5u3Tr--:5.L7 .86 Pyr-, :07- ADD .86 Pyr (c -a) Llr,.t,) VaLIE•S HAY=I'32-2 LL=G-ti=l.I D � P = ?�c^�:u Rr C1J Ou`( 51Dc c�G= •I � - St!L ; i:; t� Gkl Gu ;SI(�� i LZ! c - 2e Sl '.1 • TYP:CAt. INTF.IIIOR ` 3 kfJ-1 f TY;'!CAL OI•AD DATE: 12/20/90 TIME: 01:05 PM PAGE: 2 ---------------------------------------------------------------------------------------------7------------------------------------- ORDER # 084209 BUILDER - DETCO STEEL & CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME - D. & E. AUTO ENGR GRP - VISALIA (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM. ------------------------- FRAME # 1 DESCRIPTION LRF ------------- 50'-0" 16'-0" 20 PSF 80 MPH UBC 88 1.00 TO 12 SIDE RIGHT SIDE SPAN NO. WIDTH MISCELLANEOUS PROPERTIES EAVE HEIGHT = 15.669 FT. 15.669 FT. 1 = 50.000 FT MODULUS OF ELASTICITY = 29000 KSI FRAME HEIGHT = 15.000 FT. 15.000 FT. COL. CLEAR HT. = 13.829 FT. 13.829 FT. CMX = Oi.850 SLOPE (P/12.) = 1.000 1.000 CMX(stepped column/no.wind) = 0.950 DIST. TO RIDGE = 25.000 FT. 25.000 FT. CMY(pinned in minor axis) = 0'.600 COLUMN OFFSET = 8.000 IN. 8.000 IN. CMY(fixed in minor axis) = 0:.400 GIRT DEPTH = 8.00O IN. 8.000 IN. PURLIN DEPTH = 8.000 IN. 8.000 IN. (UNINSULATED) (UNINSULATED) --------------------- JOINT DATA --------------------- ------------------------------ MEMBER DATA ------------------------------ JOINT ..-•;OORD Y-COORD DEGREE -OF -FREEDOM MEMBER MOM. RELEASE K VALUES j 'NUMBER FT FT X Y MZ Z MX NUMBER JOINTS START END IN PLANE OUT OF PLANE i 1 1.016 0.000 1 1 0 1 0 1 1- 2 0 0 1.50 1.001 2 1.376 14.446 0 0 0 1 0 2 2- 3 0 0 1.50 1.00! 3 :5.000 16.414 0 0 0 0 0 3 4- 3 0 0 1.50 1.001 4!.9 24 14.446 0 0 0 1 0 4 5- 4 0 0 1.50 1.001 5 :.984 0.000 1 1 0 1 0 i ( 0 = FREE 1 = FIXED ) ( 1 = RELEASE 0 = NO RELEASE ) i w r� DATE: 12/20/90 — TIME: 01:05 PM PAGE: 3 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 084209 BUILDER - DETCO STEEL & CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-001-71 BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME - D. 6 E. AUTO ENGR GRP - VISALIA (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTE14 ------------------------------------------------ FRAME # 1 DESCRIPTION LRF 50-0" 16-0" ---------------------------------------------------------------------------------- 20 PSF 80 MPH UBC 88 1.00 TO 12 BRACE CODE BRACE DESCRIPTION 0 FL outside flange only braced O-IF Outside and Inside flange braced O-SF Outside braced and inside Single flange brace COLUMN 1 - 2 GIRTS LOCATED AT O.00FT 15.67FT BRACED AT O-IF O-IF ROOFBEAM _' - 3 PURLINS LOC>,TED AT 0_.00FT 3.98FT 8.98FT 13.98FT 18.98FT 23.98FT BRACED AT 0 FL O-SF O FL 0-SF 0 FL O-SF .ROOFBEAM - 3 PURLINS LOCATED .,'f 0.00FT 3.98FT 8.98FT 13.98FT 18.98FT 23.98FT BRACED AT O FL O-SF 0 FL O-SF 0 FL O-SF COLUMN - ! GIRTS LOCAT4D :,T 0.00FT 7.50FT 15.67FT BRACED AT 0-IF 0 FL O-IF W DATE: 12/20/90 TIME: 01:05 PM PAGE:. ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 084209 BUILDER - DETCO STEEL & CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # ;20-04-007-71 ONTACT DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME - D. 6 E AUTO ENGR GRP - VISALIA BLDR C - (TYPE) (WIDTH) (HEIGHT) DESIGN SYSTEM FRAME # 1 DESCRIPTION LRF 50'-0" 16'-0" -------------------------------------------------------------------- DISTANCE TO ANALYSIS POINTS (LIVE) (WIND) (CODE/YEAR) (SLOPE) 20 PSF 80 MPH UBC 88 1.00 TO 12 ------------------------------------------------ ------------- COLUMNS USE THE VERTICAL DISTANCE MEASURED FROM START OF MEMBER ROOFBEAMS USE THE HORIZONTAL DISTANCE MEASURED FROM START OF MEMBER APPLIED LOADS + VERT OR - UPWARD + HORZ OR °?: - TOWARDS RIGHT + MOMT OR :t - COUNTER -CLOCKWISE REFERENCE DISTANCES USE THE GLOBAL COORDINATE SYSTEM X -DIST I'.i FROM LEFT STRUCTURE LINE (HORIZONTAL) Y -DIST IJ FROM LEFT BASE ELEVATION NORMALIZED TO 0.0 (VERTICAL) FOR LOAD C ­:?ES 1,2,3 (UNIF, CONC, 6 TAPER) COLUMN: 't -DISTANCE ROOF 137.',:!.: 113E X -DISTANCE FOR LOAD _:'ES •!,5 (MOMENT PRODUCING) BOTH DISTANCES ARE USED MEMBER FORCES MEMBER FORCES USE THE MEMBER COORDINATE SYSTEM + AXIAL - MEMBER IS IN COMPRESSION + SHEAR - OUTWARD FORCE ON END OF MEMBER + MOMENT - COMPRESSION ON OUTER FLANGE FRAME REACTIONS REACTIONS USE THE GLOBAL. COORDINATE SYSTEM + HORIZONTAL IS TOWARDS RIGHT + VERTICAL IS UPWARD + MOMENT IS COUNTER -CLOCKWISE kA NN I i EXPLANATION OF LOAD TABLE HEADINGS FOR LOAD TYPES 1,3 (UNIF & TAPER) X1 6 Y1 ARE STARTING LOAD MAGNITUDES (RIPS/FT) X2 6 Y2 ARE ENDING LOAD MAGNITUDES (KIPS/FT) (IGNORE Z1, X1=X2 OR•Y1=Y2 FOR UNIF LOAD) FOR LOAD TYPES 2,4,5 (CONC, MOMENT PRODUCING) X1 IS CONCENTRATED HORIZONTAL LOAD (KIPS) Y1 IS CONCENTRATED VERTICAL LOAD (KIPS)I Z1 IS CONCENTRATED MOMENT LOAD (IN -KIPS) (IGNORE X2 6 Y2) DATE: 12/2U/9u PAGE: 5 TIME: 01:05 PM — ------------------------------—---------------------------------------------------------------------------------------- ORDER # 084209 BUILDER OETCO STEEL 6 CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT — DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME — D. & E. AUTO ENGR GRP — VISALIA (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION LRF 50-0" ---------------------------------------------------------------------------------------------------------------- 16'-0" 20 PSF BO MPH UBC 88 1.00 TO 12 GENERAL BUILDING INFORMATION DESIGN BAY = 22.500 FT. TOTAL BUILDING LENGTH = 70.000 FT. PANELS TYPE DESCRIPTION WEIGHT LEFT SIDEWALL NONBMC STUD 20.00 PSF ROOF BRII 28STL 2.20 PSF (INCLUDING ALLOWANCE FOR SECONDARIES) RIGHT SIDEWALL BRII 28STL 0.92 PSF BUILDING USE AND LOCATION STATE = CALIFORNIA C0 UN T'_ = BUTTE (INLAND) USE ::,'C:vOR`I = 1: Normal use APPLIED LJd:DIHGS BUILDING CODE = UBC — 1988 DEAD LJF,D (DL ) = 2.200 PSF + FRAME DL COLL.-rSR_.L LOAD (CLL) = 0.000 PSF ROC? '_ LOAD (LL ) = 20.000 PSF MIN COUNTY GROUND SNOW LOAD = 0 PSF INCLUDES 1.00 IMPORTANCE FACTOR COEF''F _ :LENTS TRIBUTARY LOAD LOAD NET ROOF LOAD FACTOR COEFF (PSF) LEFT ROOF 60.00% 1.00 12.00, RIGHT ROOF 60.00% 1.00 12.00 DATE: 12/20/90 I FACTOR = 1.000 Rw FACTOR PAGE: 6 TIME: 01:05 PM S FACTOR = 1.500 Ct FACTOR = 0.035 --------------------------------------------------------------- ORDER # 084209 BUILDER -DETCO STEEL & CONST INC --------------------------------------------------------- BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME - D. 6 E. AUTO ENGR GRP. - VISALIA (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN -------------------------------------------------------------------------------------------------------------------------------- SYSTEM FRAME # 1 DESCRIPTION LRF 50'-0" 16'-0" 20 PSF 80 MPH UBC 88 1.00 TO 12 WIND LOADS WIND LOAD LEFT = 80.000 MPH ( 11.900 PSF) MIN COUNTY WIND SPEED = 76 MPH WIND LOAD RIGHT = 80.000 MPH ( 11.900 PSF) INCLUDES 1.00 IMPORTANCE FACTOR WIND UPLIFT = 80.000 MPH ( 11.900 PSF) WIND LOAD CASE = 1 EXPOSURE FACTOR = B WIND ENCLOSURE = ENCLOSED COEFFICIENTS WIND FROM LEFT WIND FROM RIGHT INTERNAL PRESSURE INTERNAL SUCTION (WLL) (WLR) (IP ) (IS ) LEFT SIDEWALL 0.800(PRESSURE) -0.500(SUCTION ) 0.000 0.000 LEFT ROOF -0.700(SUCTION ) -0.700(SUCTION )- 0.000 0.000 RIGHT ROOF -0.700(SUCTION ) -0.700(SUCTION ) 0.000 0.000 RIGHT 3IDEWALL -0.500(SUCTION ) 0.800(PRESSURE) 0.000 0.000 SEISMIC: LOADS (EQ ) PERC j:]T SNOW LOAD SEI3;•!I ZONE = 3 MI2l _ SEISMIC ZONE = 3 , v\ 0.000% LEFT ROOF RIGHT ROOF 4.200 PSF 4.200 PSF Z FACTOR = 0.300 I FACTOR = 1.000 Rw FACTOR = 6.000 SOIL PROFILE = S3 S FACTOR = 1.500 Ct FACTOR = 0.035 T FACTOR = 0.280 C FACTOR = 2.750 C/Rw FACTOR = 0.458 NET SEISMIC FACTOR = 0.1375 DATE: 12/20/90 PAGE: TIME: 01:05 PM ------- ------------------------------------------------------------------------------------------------------------------ ORDER # 084209--- 84209 BUILDER - DETCO STEEL & CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME - D. & E. AUTO ENGR GRP - VISALIA (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN ------------------------------------------------------------- SYSTEM FRAME # 1 DESCRIPTION LRF 50-0" 16'-0" --------------------------------------------------------------------- 20 PSF 80 MPH UBC 88 1.00 TO 12 LCN LOAD DESCRIPTION STRESS LOADING GRP LOADING GRP LOADING GRP LOADING GRP LOADING GRP INCREASE PERCENT PERCENT PERCENT PERCENT PERCENT 1 DL + LL 1.000 100.00 DL 100.00 LL 2 DL + WLL 1.333 100.00 DL 100.00 WLL 3 DL + WLR 1.333 100.00 DL 100.00 WLR 4 DL + EQL 1.333 100.00 DL 100.00 EQ 5 DL +.EQR 1.333 100.00 DL -100.00 EQ DATE: 12/20/90 8 TIME: 01:05 PMPAGE: --------------------------------------------------------------------- ORDER # 084209 BUILDER -- _ETCO STEEL & CONST INC ------------------------------------------------------------ BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 PROD NAME - D. & E. AUTO ENGR GRP - VISALIA (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN ------------------------------------------------------------------------------------------------------------------------------- SYSTE14 FRAME # 1 DESCRIPTION LRF 50'-0" 16'-0" 20 PSF 80 MPH USC 88 1.00 TO 12 LOAD CASE (DL ) DEAD LOAD LOAD MEMBER JOINTS ILOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y 2 LOCATION DL 2 2 - 3 UNIF 0.00 25.00 0.000 K/FT -0.049 K/FT 0.000 K/FT DL 3 4 - 3 UNIF 25.00 50.00 0.000 K/FT -0.049 K/FT 0.000 K/FT LOAD CASE (LL ! LIVE LOAD LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO !START -END) TYPE FT FT X Y Z LOCATION LL 2 2 - 3 UNIF 0.00 25.00 0.000 K/FT -0.270 K/FT 0.000 K/FT LL 3 ! - 3 UNIF 25.00 50.00 0.000 K/FT -0.270 K/FT 0.000 K/FT LOAD CASE (WLLi WIND LOAD LEFT LOAD MEf4Bti.� JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL Ho .START -END) TYPE FT FT X Y Z LOCATION WLL 1 1 - 2 UNIF 0.00 15.66 0.214 K/FT 0.000 K/FT 0.000 K/FT WLL ? - 3 UNIF 0.00 25.00 -0.187 K/FT 0.187 K/FT 0.000 K/FT WLL ! - 3 UNIF 25.00 50.00 0.187 K/FT 0.187 K/FT. 0.000 K/FT WLL ! 5 - 4 UNIF 0.00 15.66 0.133 K/FT 0.000 K/FT 0.000 K/FT LOAD CASE (WL121 WIND LOAD RIGHT LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y 2 LOCATION WLR 1 1 - 2 UNIF 0.00 15.66 -0.133 K/FT 0.000 K/FT 0.000 K/FT WLR 2 2 - 3 UNIF 0.00 25.00 -0.187 K/FT 0.187 K/FT 0.000 K/FT WLR 3 4 - 3 UNIF 25.00 50.00 0.187 K/FT 0.187 K/FT 0.000 K/FT WLR 4 5 - 4 UNIF 0.00 15.66 -0.214 K/FT 0.000 K/FT 0.000 K/FT LOAD CASE (EQ ) SEISMIC LOAD . LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION EQ 1 1 - 2 UNIF 0.00 15.66 0.061 K/FT 0.000 K/FT 0.000 K/FT EQ 2 2 - 3 CONC 0.00 0.324 KIP 0.000 KIP 0.000 IN -K Outside flange EQ 3 4 - 3 CONC 50.00 0.324 KIP 0.000 KIP 0.000 IN -K outside flange EQ 4 5 - 4 UNIF 0.00 15.66 0.002 K/FT 0.000 K/FT 0.000 K/FT DATE: 12/20/90 TIME: 01:05 Phi PAGE: 9 --------------------------------------------------------------------------------------------------------------------- ORDER # 084209 BUILDER DETCO STEEL 6 CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME - D. 4 E. AUTO ENGR GRP - VISALIA (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION LRF 50'-0" 16'-0" 20 PSF 80 MPH UBC 88 1.00 TO 12 ----------------------------------------------------------------------------------------------------------------------------------- MEMBER NO. SECTION NO ANAL SEC PTS. NO. 1 1 2 3 4 MEMBER NO. SECTION NO SECTION NO ANAL SEC PTS. NO. 1 1 2 3 4 5 2 6 7 8 9 MEMBER NO. SECTION NO SECTION NO ANAL SEC PTS. NO. 1 1 2 3 4 5 2 6 7 8 9 5ve 1 1 DIST (FT) 0.00 4.61 9.22 13.32 L 01ST :FT! L 19 L..98 1J.98 23.98 24. 9,1 3 1 2 DIST (FT) 1.89 3.98 8.98 9.91 9.92 13.98 18.98 23.98 24.94 JOINTS 1 - 2 OUTER FLANGE DEPTH AREA (IN) (IN2) 8.00 3.57 10.67 3.83 13.33 4.10 16.00 4.37 JOINTS 2 - 3 OUTER FLANGE OUTER FLANGE DEPTH AREA (IN) ( I N 2 ) 16.00 4.38 16.00 4.38 16.00 4.38 16.00 4.38 16.00 3.•!4 16.00 3.-!4 16.00 3.44 16.00 3.44 16.00 3.44 JOINTS 4 - 3 OUTER FLANGE OUTER FLANGE DEPTH AREA (IN) (IN2) 16.00 4.38 16.00 4.38 16.00 4.38 16.00 4.28 16.00 3.!4 16.00 3.•14 16.00 3.14 16.00 3.!4 16.00 3. 1<1 6.000 X 0.219 WEB = 0.100 INNER FLANGE = 6.000 X 0.250 IX IY RTO. RTZ WRX WRY WRTO WRTI WDAFO WDAFI H/T (IN4) (IN4) (IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN) RATIO 45.85 8.44 1.65 1.67 5.25 1.46 1.61 1.64 9.13 8.00 75.31 85.15 8.44 1.63 1.65 5.25 1.46 1.61 1.64 9.13 8.00 101.97 138.06 8.44 1.60 1.62 5.25 1.46 1.61 1.64 9.13 8.00 128.62 205.52 8.44 1.58 1.60 5.25 1.46 1.61 1.64 9.13 8.00 155.28 5.000 X 0.188 WEB = 0.160 INNER FLANGE = 5.000 X 0.188 5.000 X 0.188 WEB = 0.100 INNER FLANGE = 5.000 X 0.188 IX IY RTO RTZ WRX WRY WRTO WRTI WDAFO WDAFI H/T (IN4) (IN4) (IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN) RATIO 168.37 3.92 1.20 1.20 6.45 0.95 1.20 1.20 17.02 17.02 97.65 168.37 3.92 1.20 1.20 6.45 0.95 1.20 1.23 17.02 17.02 97.65 168.37 3.92 1.20 1.20 6.45 0.95 1.20 1.23 17.02 17.02 97.65 168.37 3.92 1.20 1.20 6.45 1.04 1.26 1.23 17.02 17.02 97.65 149.30 3.92 1.28 1.28 6.45 1.04 1.26 1.23 17.02 17.02 156.24 149.'30 3.92 1.28 1.28 6.45 1.04 1.26 1.23 17.02 17.02 156.24 149.30 3.92 1.28 1.28 6.45 1.07 1.28 1.28 17.02 17.02 156.24 149.30 3.92 1.28 1.28 6.45 1.07 1.28 1.28 17.02 17.02 156.24 149.30 3.92 1.28 1.28 6.45 1.07 1.28 1.28 17.02 17.02 156.24 5.000 X 0.188 WEB = 0.160 INNER FLANGE = 5.000 X 0.188 5.000 X 0.188 WEB = 0.100 INNER FLANGE = 5.000 X 0.188 IX IY RTO RTI WRX WRY WRTO WRTI WDAFO WDAFI H/T (IN4) (IN4) (IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN) RATIO 168.37 3.92 1.20 1.20 6.45 0.95 1.20 1.20 17.02 17.02 97.65 168.37 3.92 1.20 1.20 6.45 0.95 1.20 1.23 17.02 17.02 97.65 168.37 3.92 1.20 1.20 6.45 0.95 1.20 1.23 17.02 17.02 97.65 168.37 3.92 1.20 1.,20 6.45 1.04 1.26 1.23 17.02 17.02 97.65 149.30 3.92 1.28 1.28 6.45 1.04 1.26 1.23 17.02 17.02 156.24 149.30 3.92 1.28 1.28 6.45 1.04 1.26 1.23 17.02 17.02 156.24 149.30 3.92 1.28 1.28 6.45 1.07 1.28 1.28 17.02 17.02 156.24 149.30 3.92 1.28 1.28 6.45 1.07 1.28 1.28 17.02 17.02 156.24 149.30 3.92 1.28 1.28 6.45 1.07. 1.28 1.28 17.02 17.02 156.24 LUBO (FT) 13.83 13.83 13.83 13.83 LUBO (FT) 4.00 5.02 5.02 5.02 5.02 5.02 5.02 5.02 1.93 LUBO (FT) 4.00 5.02 5.02 5.02 5.02 5.02 5.02 5.02 1.93 LUBI (FT) 13.83 13.83 13.83 13.83 LUBI (FT) 2.10 10.03 10.03 10.03 10.03 10.03 10.03 10.03 1.93 LUBI (FT) 2.10 10.03 10.03 10.03 10.03 10'.03 10.03 10.03 1.93 DATE: 12/20/90 PAGE:- 10 TIME: 01:05 PM ------------------------------ ORDER # 084209 -------------------------------------------------------------------------------------------- BUILDER DETCO STEEL & CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME - D. & E. AUTO ENGR GRP - VISALIA (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN --------------- SYSTEM FRAME ------------------------------------------------------------------------------------------------------------------- # 1 DESCRIPTION LRF 50-0" 16'-0" 20 PSF 80 MPH UBC 88 1.00 TO 12 MEMBER SECTION NO. 4 NO. 1 JOINTS OUTER 5 - 4 FLANGE = 6.000 X 0.219 WEB = 0.100 INNER FLANGE = 6.000 X 0.250 ANAL SEC DIST DEPTH AREA IX IY RTO RTI WRX WRY WRTO WRTI WDAFO WDAFI H/T LUSO LUBI PTS. NO. (FT) (IN) (IN2) (IN4) (IN4) (IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN) RATIO (FT) (FT) 1 1 0.00 8.00 3.57 45.85 8.44 1.65 1.67 5.25 1.49 1.63 1.64 7.74 8.00 75.31 7.50 13.83 2 3.75 10.17 3.78 76.83 8.44 1.63 1.65 5.25 1.49 1.63 1.64 7.74 8.00 97.00 7.50 13.83 3 7.50 12.34 4.00 116.71 8.44 1.61 1.63 5.25 1.49 1.63 1.64 7.74 8.00 118.70 7.50 13.83 4 10.66 14.17 4.18 157.62 8.44 1.59 1.62 5.25 1.42 1.59 1.64 10.78 8.00 136.99 6.33 13.83 5 L3.32 16.00 4.37 205.52 8.44 1.58 1.60 5.25 1.42 1.59 1.64 10.78 8.00 155.28 6.33 13.83 DATE: 12/20/90 2 PAGE: 11 TIME: 01:05 PM ------------------------------ ORDER # 084209 ------------------------------------------------------------------------------------------- BUILDER DETCO STEEL 4 CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME - D. 4 E. AUTO ENGR GRP - VISALIA (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) SIX DESIGN SYSTEM FRAME # -------------------------------------------------------------------------------------------------------------------------------- 1 DESCRIPTION LRF 50-0" 16'-0" 20 PSF 80 MPH UBC 88 1.00 TO 12 SHEAR COLUMN PT. DEPTH NO. (IN) 1* 8.00 2 10.67 3 13.33 4* 16.00 ROOF BEAM PT. DEPTH NO. (IN) 1* 16.00 2 16.00 3 16.00 4* 16.00 5* 16.00 6 16.00 7 16.00 8 16.00 9* 16.00 ROOF BEAM PT. DEPTH NO. (IN) 1* 16.00 2 16.00 3 16.00 4* 16.00 5* 16.00 6 16.00 7 16.00 8 16.00 9* 16.00 1 - 2 AXIAL SHEAR -ALLOW STRESSES- ALLOW ---STRESS RATIOS --COMB CONT AREA SOX SIX FORCE FORCE MOMENT FA FBO FBI SHEAR QS QA CB O.FL I.FL STRESS COND (Ii•12) (IN3) (IN3) (KIPS) (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KIPS) AXIAL BENDG BENDG RATIO M V 3.57 10.94 12.04 8.56 -3.45 0.00 29.12 23.46 30.00 11.41 0.97 0.95 1.75 0.08 0.00 0.00 0.08 1 1 3.83 15.27 16.73 8.56 -3.45 -190.12 11.58 30.00 23.72 8.53 1.00 1.00 1.75 0.19 0.41 0.42 0.61 1 1 4.10 19.86 21.64 8.50 -3.45 -380.38 11.58 30.00 23.72 6.70 0.97 1.00 1.75 0.18 0.64 0.65 0.83 1 1 4.37 24.69 26.78 8.44 -3.45 -570.77 30.00 30.00 23.72 5.52 0.95 1.00 1.75 0.06 0.77 0.90 0.96 1 1 2 - 3 AXIAL SHEAR -ALLOW STRESSES- ALLOW ---STRESS RATIOS --COMB CONT AREZA SOX SIX FORCE FORCE MOMENT FA FBO FBI SHEAR QS QA CB O.FL I.FL STRESS COND (:[,12) (IN3) (IN3) (KIPS) (KIPS) (IN -KIP) (KSI) KSI KSI (KIPS) AXIAL BENDG BENDG RATIO M V !.38 21.05 21.05 4.27 7.31 -556.86 30.00 30.00 28.68 22.32 0.96 1.00 1.18 0.03 0.88 0.92 0.96 1 1 !.38 21.05 21.05 4.27 7.31 -373.73 30.00 30.00 26.55 22.32 0.96 1.00 2.30 0.03 0.59 0.67 0.70 1 1 !.38'1.05 21.05 -1.24 5.85 -167.19 39.99 39.99 29.16 22.32 0.96 1.00 1.36 0.01 0.20 0.27 0.27 3 1 1.38 21.05 21.05 -1.24 4.18 -174.84 39.99 39.99 29.16 22.32 0.96 1.00 1.36 0.01 0.21 0.28 0.28 3 1 2!4 L8.66 18.66 -1.24 4.17 -174.93 39.99 39.99 29.16 5.45 0.90 1.00 1.36 0.01 0.23 0.32 0.32 3 1 3.14 18.66 18.66 4.01. 4.17 228.43 30.00 26.88 30.00 5.45 0.90 1.00 1.86 0.04 0.46 0.41 0.49 1 1 !. 18.66 18.66 3.87 2.53 379.84 30.00 26.88 30.00 5.45 0.90 1.00 1.23 0.04 0.76 0.68 0.79 1 1 18.66 18.66 3.74 -1.18 432.02 30.00 26.88 30.00 7.26 0.90 1.00 1.06 0.04 0.86 0.77 0.90 1 2 18.66 18.66 3.64 1.01 427.85 30.00 26.88 30.00 7.26 0.90 1.00 1.00 0.04 0.85 0.76 0.89 1 3 � - 3 AXIAL SHEAR -ALLOW STRESSES- ALLOW ---STRESS RATIOS --COMB CONT AREA SOX SIX FORCE FORCE MOMENT FA FBO FBI SHEAR QS QA CB O.FL I.FL STRESS COND (IN2) (IN3) (IN3) (KIPS) (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KIPS) AXIAL BENDG BENDG RATIO M V 4.38 21.05 21.05 4.27 7.31 -556.89 30.00 30.00 28.68 22.32 0.96 1.00 1.18 0.03 0.88 0.92 0.96 1 1 4.38 21.05 21.05 4.27 7.31 -373.76 30.00 30.00 26.55 22.32 0.96 1.00 2.30 0.03 0.59 0.67 0.70 1 1 4.38 21.05 21.05 -1.30 5.85 -156.79 39.99 39.99 29.41 22.32 0.96 1.00 1.38 0.01 0.19 0.25 0.25 2 1 4.38 21.05 21.05 -1.30 4.18 -164.39 39.99 39.99 29.41 22.32 0.96 1.00 1.38 0.01 0.20 0.27 0.27 2 1 3.44 18.66 18.66 -1.30 4.17 -164.47 39.99 39.99 29.41 5.45 0.90 1.00 1.38 0.01 0.22 0.30 0.30 2 1 3.44 18.66 18.66 4.01 4.17 228.41 30.00 26.88 30.00 5.45 0.90 1.00 1.86 0.04 0.46 0.41 0.49 1 1 3.44 18.66 18.66 3.87 2.53 379.83 30.00 26.88 30.00 5.45 0.90 1.00 1.23 0.04 0.76 0.68 0.79 1 1 3.44 18.66 18.66 3.74 -1.19 432.02 30.00 26.88 30.00 7.26 0.90 1.00 1.06 0.04 0.86 0.77 0.90 1 3 3.44 18.66 18.66 3.64 1.02 427.85 30.00 26.88 30.00 7.26 0.90 1.00 1.00 0.04 0.85 0.76 0.89 1 .2 DATE: 12/20/90 PAGE: 12 TIME: 01:05 PM ------------------------------------------------------------------------------------------------------------------------- ORDER # 084209 BUILDER - DETCO STEEL & CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME - D. 4 E. AUTO ENGR GRP - VISALIA (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME ----------------------------------------------------------------------------------------------------------------- # 1 DESCRIPTION LRF 50'-0" 16'-0" 20 PSF 80 MPH UBC 88 1.00 TO 12 COLUMN - 5 - 4 AXIAL SHEAR -ALLOW STRESSES- ALLOW ---STRESS RATIOS --COMB CONT PT. DEPTH AREA SOX SIX FORCE FORCE MOMENT FA FBO FBI SHEAR QS QA CB O.FL I.FL STRESS COND NO. (IN) (IN2) (IN3) (IN3) (KIPS) (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KIPS) AXIAL BENDG BENDG RATIO M V 1* 8..00 3.57 10.94 12.04 8.56 -3.45 0.00 29.13 29.18 30.00 11.41 0.97 0.89 1.75 0.08 0.00 0.00 0.08 1 1 2 10.17 3.78 14.44 15.84 8.56 -3.45 -154.72 30.00 30.00 23.72 8.99 1.00 1.00 1.75 0.08 0.36 0.41 0.49 1 1 3 12.34 4.00 18.12 19.79 8.51 -3.45 -309.53 30.00 30.00 23.72 7.28 0.98 1.00 1.75 0.07 0.57 0.66 0.73 '0.87 1 1 4 14.17 4.18 21.35 23.23 8.46 -3.45 -440.13 30.00 30.00 23.72 6.28 0.96 1.00 1.75 0.07 0.69 0.80 1 1 5* 16.00 4.37 24.69 26.78 8.42 -3.45 -570.80 30.00 30.00 23.72 5.52 0.95 1.00 1.75 0.06 6.77 0.90 0.96. 1 1 THE FLANGE -TO -WEB SHEAR VALUES SHOWN HAVE BEEN ADJUSTED FOR WIND LOAD TO SHOW THE EQUIVALENT LIVE LOAD r DATE: 12/20/90 " TIME: 01:05 PM PAGE: 13 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 084209 BUILDER - DETCO STEEL & CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME - D. & E. AUTO ENGR GRP - VISALIA (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN ----------------------------------------------------------------------------------------------------------------------------------- SYSTEM FRAME # 1 DESCRIPTION LRF 50-0" 16'-0" 20 PSF 80 MPH UBC BB 1.00 TO 12 PART WEB WEB FLG-TO-WEB FILLET ALLOW CONTROLLING NO. SECT THK STRESS SIZE SHEAR MEMB ANAL LOAD ---------------------------------------------------- (IN) (KIPS/IN) (KIPS/IN) NO. ------------------ PT COND MEMBER NO. 1 OV42320 1 0.100 0.415 3/32 1.965 4 1 1 MEMBER NO. 2 OV42330 1 0.160 0.323 5/32 3.275 2 1 1 2 0.100 0.208 3/32 1.965 3 5 1 MEMBER NO. 4 OV42320 1 0.100 0.415 3/32 1.965 4 1 1 EMBER NO. 3 OV42330 1 0.160 0.323 5/32 3.275 2 1 1 2 0.100 0.208 3/32 1.965 3 5. 1 THE FLANGE -TO -WEB SHEAR VALUES SHOWN HAVE BEEN ADJUSTED FOR WIND LOAD TO SHOW THE EQUIVALENT LIVE LOAD THE CONTROLLING COMBINATIONS SHOWN ABOVE ARE BASED ON THE MAXIMUM 'TENSION IN THE FLANGES FOR AXIAL PLUS BENDING THE FORCES GIVEN ARE MEMBER FORCES ALONG THE NEUTRAL AXIS CADDS DATE: 12/20/90 PAGE: 14 TIME: 01:05 PM ------------------------------ ORDER # 084209 BUILDER ------------------------------------------------------------------------------------------ DETCO STEEL 4 CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME - D. & E. AUTO ENGR GRP - VISALIA (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 ----DESCRIPTION --LRF-----50'-0"-----16'-0" ----20 PSF 80 MPH-----UBC----88-----100-TO 12 SPLICE LOCATION MEMBER ANALYSIS CONTROLLING AXIAL SHEAR MOMENT CIO TYPE MOD SEQ NO. PT. LOAD COMBINATION KIPS KIPS IN -KIPS O1 COLUMN 00 1 1 1 DL + WLL -3.84 4.41 0.00 DL + WLL -3.84 4.41 0.00 02 2 4 DL + WLL -4.03 2.73 437.11 DL + LL 8.35 -3.65 -570.77 03 BEAM 01 1 2 9 DL + LL 3.64 -0.30 427.85 DL + WLR -1.31 1.01 -166.48 04 COLUMN O1 1 4 1 DL + WLR -3.84 4.35 0.00 DL + WLR -3.84 4.35 0.00 D5 2 5 DL + WLR -4.03 1.87 945.30 DL + LL 8.33 -3.65 -570.80 THE CONTROLLING COMBINATIONS SHOWN ABOVE ARE BASED ON THE MAXIMUM 'TENSION IN THE FLANGES FOR AXIAL PLUS BENDING THE FORCES GIVEN ARE MEMBER FORCES ALONG THE NEUTRAL AXIS DATE: 12/20/90 PAGE: 15 TIME: 01:05 PM # 084209 BUILDER - DETCO STEEL 6 CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 ORDER BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME - D. & E. AUTO ENGR GRP - VISALIA (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # --------------------------------------------------------------------------------------- 1 DESC'IPTION LRF 50'-0" 16'-0" 20 PSF 80 MPH UBC881_00 TO 12 ----- ---- ----- POSITIVE REACTION DIRECTION R H KIPS Horizontal Force to Right V 2---3---4 V KIPS Vertical Force Up +---H / 1 5 z No. Loading Combination 1H 1V 5H 5V Sum H Sum V 1 DL + LL 3.65 8.47 -3.65 8.48 0.00 16.95 2 DL + WLL -4.41 -3.84 -1.03 -2.06 -5.43 -5.90 3 DL + WLR 1.08 -2.06 4.35 -3.84 5.43 -5.90 4 DL + EQL -0.35 1.36 -1.28 2.09 -1.63 3.45 5 DL + EQR 1.74 2.09 -0.10 1.36 1.63 3.45 ID Load Casa 1H 1V 5H 5V Sum H Sum V DL DEAD L0",u 0.69 1.72 -0.69 1.73 0.00 3.45 LL LIVE LOAD 2.96 6.75 -2.96 6.75 0.00 13.50 WLL WIND L0 D LZ -7T -5.10 -5.56 -0.33 -3.79 -5.43 -9.35 WLR WIND LOAD R[-• tT 0.39 -3.79 5.04 -5.56 5.43 -9.35 EQ SEISMIC ::G -1.05 -0.36 -0.59 0.36 -1.63 0.00 DATE: 12/20/90 TIME: 01:05 PM PAGE: 16 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 084209 BUILDER - DETCO STEEL 5 CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME - D. & E. AUTO ENGR GRP - VISALIA (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION LRF 50-0" 16-0" 20 PSF 80 MPH UBC 88 1.00 TO 12 ----------------------------------------------------------------------------------------------------------------------------------- MEMBER NO. 1 JOINT 1 - 2 ---------------------------------- SECT. LENGTH 'IIELD NO. MAX SEG DEPTH AT DEPTH AT WEB COMB. STRESS LOAD NO. (FT) STRESS SEGS SIZE START END OUTER FL. THK. INNER FL. RATIO COND 1 13.83 50. 3 4.61 FT 8.00 IN 16.00 IN 6.000 X .219 .100 6.000 X .250 0.963 1 CONTROLLING ACTIONS ---AXIAL--- ---MAXIMUM STRESSES--- ---ALLOWABLE STRESSES--- -------------- SHEAR ----------- --- SECT. FORCE MOMENT AXIAL FBO FBI FA FBO FBI FORCE ALLOW STRESS LOAD NO. (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) (KIPS) (KIPS) RATIO COND 1 8.-!! -570.77 1.93 -23.12 -21.31 30.00 30.00 23.72 -3.45 5.52 0.625 1 MEMBER NO. JO1VT 2 - 3 ----------------------------------- SECT. LEDIGC'l IE1.D NO. MAX SEG DEPTH AT DEPTH AT WEB COMB. STRESS LOAD NO. (FT% :;'PRESS SEGS SIZE START END OUTER FL. THK. INNER FL. RATIO COND 1 9 L 50. 3 5.00 FT 16.00 IN 16.00 IN 5.000 X .188 .160 5.000 X .188 0.955 1 2 15•.)' 31). 4 5.00 FT 16.00 IN 16.00 IN 5.000 X .188 .100 5.000 X .188 0.898 1 CONTROLLING ..: ': _ :`I_ --- AXl --- ---MAXIMUM STRESSES--- ---ALLOWABLE STRESSES--- -------------- SHEAR -------------- SECT. FORCE 40MENT AXIAL FBO FBI FA FBO FBI FORCE ALLOW STRESS LOAD NO. (KIPS! i:i-F. 'LPI (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) (KIPS) (KIPS) RATIO COND 1 4.27-55ii.86 0.98 -26.46 -26.46 30.00 30.00 28.68 7.31 22.32 0.328 1 2 3.74 432.02 1.09 23.15 23.15 30.00 26.88 30.00 4.17 5.45 0.765 1 MEMBER NO. 3 JOINT 4 - 3 ----------------------------------- SECT. LENGTH 'IIELD NO. MAX SEG DEPTH AT DEPTH AT WEB COMB. STRESS LOAD NO. (FT) STRESS SEGS SIZE START END OUTER FL. THK. INNER FL. RATIO COND 1 9.91 50. 3 5.00 FT 16.00 IN 16.00 IN 5.000 X .188 .160 5.000 X .188 *0 .955 1 2 15.09 50. 4 5.00 FT 16.00 IN 16.00 IN 5.000 X .188 .100 5.000 X .188 0.898 1 CONTROLLING ACTIONS ---AXIAL--- ---MAXIMUM STRESSES--- ---ALLOWABLE STRESSES--- -------------- SHEAR -------------- SECT. FORCE MOMENT AXIAL FBO FBI FA FBO FBI FORCE ALLOW STRESS LOAD NO. (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (RSI) (KSI) (KSI) (KIPS) (KIPS) RATIO COND 1 4.27 -556.89 0.98 -26.46 -26.46 30.00 30.00 28.68 7.31 22.32 0.327 1 2 3.74 432.02 1.09 23.15 23.15 30.00 26.88 30.00 4.17 5.45 0.765 1 DATE: 12/20/90 CADDS TIME: 01:05 PM PAGE: 17 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 084209 BUILDER - DETCO STEEL & CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME - D. 6 E. AUTO ENGR GRP - VISALIA (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION LRF 50'-0" 16'-0" 20 PSF 80 MPH UBC 88 1.00 TO 12 ----------------------------------------------------------------------------------------------------------------------------------- MEMBER NO. 4 JOINT 5 - 4 ---------------------------------- SECT. LENGTH YIELD NO. MAX SEG DEPTH AT DEPTH AT WEB COMB. STRESS LOAD NO. (FT) STRESS SEGS SIZE START END OUTER FL. THK. INNER FL. RATIO COND 1 13.83 50. 4 3.75 FT 8.00 IN 16.00 IN 6.000 X .219 .100 6.000 X .250 0.963 1 CONTROLLING ACTIONS ---AXIAL--- ---MAXIMUM STRESSES--- ---ALLOWABLE STRESSES--- --------------SHEAR -------------- SECT. FORCE MOMENT AXIAL FBO FBI FA FBO FBI FORCE ALLOW STRESS LOAD NO. (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) (KIPS) (KIPS) RATIO COND 1 8.42 -570.80 1.93 -23.12 -21.31 30.00 30.00 23.72 -3.45 5.52 0.625 1 l v- DATE: 12/20/90 TIME: 01:05 PM ------------------------------------------------------------------------------------------------------ ORDER # 084209 BUILDER - DETCO STEEL & CONST INC BLDR ORDER # 1000-22 BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME - D. & E.. AUTO (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) DESIGN SYSTEM FRAME # 1 DESCRIPTION LRF 50-0" 16'-0" 20 PSF 80 MPH UBC 88 SPLICE # 01 TYPE : Pinned Base Plate SUBTYPE : No Ext SW LOAD DESCRIPTION AXIAL SHEAR MOMENT STRESS NO (kips) (kips) (in -k) FACTOR ---- ---- 1 -------------------- DL + LL ------- 8.47 ------- -3.65 -------- 0.00 1.00 2 DL + WLL -3.83 4.40 0.00 1.33 3 DL + WLR -2.08, -1.08 0.00 1.33 4 DL + EQL 1.37 0.35 0.00 1.33 5 DL + EQFt 2.08 -1.73 0.00 1.33 CADDS PAGE: 5.2 ------------- --------------- BLDR ACCOUNT # 20-04-007-71 ENGR GRP - VISALIA (SLOPE) 1.00 TO 12 Pin - S Nuts DATE: 12/20/90 TIME: 01:05 PM -------------------------------------------------------------------- ORDER # 084209 BUILDER — DETCO STEEL & CONST INC BLDR CONTACT — DARRELL DETER BLDR PHONE # 916-343-3757 (TYPE) (WIDTH) (HEIGHT) DESIGN SYSTEM FRAME # 1 DESCRIPTION LRF 50'-0" 16'-0" SPLICE # 01 TYPE : Pinned Base Plate —=------------------------------------------------------------------ Dimensions at Connection Flg. to Flg. Dimension Conn. Plate .angle (Degrees) Offset from Structure Line Adjacent Depth Change Information Distance to Depth Change Flg. to FLg. Dimension Adj. P1. AngLe (Degrees) Column 8.000" 0.000 8.000" 13— 9.945" 16.000" 0.000 ------------------------------------------------------------- BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 PROJ NAME — D. & E. AUTO ENGR GRP — VISALIA (LIVE) (WIND) (CODE/YEAR) (SLOPE) 20 PSF 80 MPH UBC 88 1.00 TO 12 SUBTYPE : No Ext SW Pin — S Nuts ------------------------------------------------------------- DATE: 12/20/90 TIME: 01:05 PM ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 084209 BUILDER - DETCO STEEL & CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME - D. & E. AUTO ENGR GRP - VISALIA (TYPE) (WIDTH). (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTE14 FRAME # 1 DESCRIPTION LRF 50-0" 16'-0" 20 PSF 80 MPH USC 88 1.00 TO 12 SPLICE # 01 ----------------------------------------------------------------------------------------------------------------------------------- TYPE : Pinned Base Plate SUBTYPE : No Ext SW Pin - S Nuts S P L I C E P L A T E PLATE TYPE STANDARD PART NUMBER 0042358 ORIENTATION NORMAL - PLATE WIDTH 9.000" PLATE LENGTH 8.437" PLATE THICKNESS 0.500" PLATE YIELD STRESS 50.00 KSI PLATE OFFSET 00.375" DESIGN STRESS RATIO 0.140 CONTROLLING GOND. 1 C0NTR0LLI.1, LOCATION Cat. 2 Compression B O L T I N F O R M A T I O N BOLT DIANE"t ER 1.000" BOLT GAGES - INNER: 4.000" BOLT TYPE A307 WASHERS NO BOLT ii%L'TS DIST FROM DIST FROM ROW =_: i? )"I EDGE PREV ROW OUTER 1 2.375" 1) 0 C R E T E S T R E S S E S MIN. DESIGN FOOTING SIZE .114.807 ( In"*2 ) CONCRETE STRENGTH 3.000 KSI CONTROLLING LOAD COND. NUMBER 1 ACTUAL ULTIMATE CONCRETE STRESS 0.179 KSI FACTORED ULT. ALLOW. CONCRETE STRESS 1.881 KSI CONCRETE STRESS RATIO 0.095 DATE: 12/20/90 TIME: 01:05 PM ORDER # 084209 BUILDER - DETCO STEEL 4 CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME - D. & E. AUTO ENGR GRP - VISALIA (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRA14E # 1 DESCRIPTION LRF 50'-0" 16'-0" 20 PSF 80 MPH UBC 88 1.00 TO 12 SPLICE ---------------------------------------------------------------------------------------7------------------------------------------- # 01 TYPE Pinned Base Plate SUBTYPE No Ext SW Pin - S Nuts LOAD OUTER EDGE INNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 fv Act. Fv All. ft Act. Ft All. ------------------------------ (Kips per Bolt) ------------------------------ (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE, 1 Total Section is in Compression 0.000 10.000 0.000 20.000 2 1.918 2.806 13.329 2.442 26.659 3 1.04' 0.689 13.3.29 1.329 26.659 4 Total Section is in Compression 0.000 13.329 0.000 26.659 5 Total Section is in Compression 0.442 13.329 0.000 26.659 DATE: 12/20/90 TIME: 01:05 PPI -------------------------------------------------------------------------------------------------------------- ------------------ m- ORDER # 084209 BUILDER DETCO STEEL & CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME - D. & E. AUTO ENGR GRP - VISALIA (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION LRF 50'-0" 16-0" 20 PSF 80 MPH UBC 88 1.00-TO 12 SPLICE # 01 TYPE Pinned Base Plate SUBTYPE No Ext SW Pin - S Nuts ----------------------------------------------------------------------------------------------------------------------------------- SPLICE PLATE 0042358 BOLTS: 1.000" DIA A307 NO WASHERS 9.000" X 8.437" X 0.500" +- 4.000"-+ 00.375"----+---------+--- ----------------------------- OUTSIDE FLANGE 2.375" FFFFFFFFFFFFFFFFFFFFFFF 0.219 x 6.000 W -+--- 0 W o W W W W W W W W W W W W W W W W 8.375" W MAIN WEB W 0.100 6.062" W W W W W W W W W W W W W W W W W W W INSIDE FLANGE FFFFFFFFFFFFFFFFFFFFFFF 0.250 X 6.000-+---------------------------------------- S DATE: 12/20/90 TIME: 01:05 PM ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 084209 BUILDER – DETCO STEEL & CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT – DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME – D. & E. AUTO ENGR GRP – VISALIA (TYPE) (WIDTH)- (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION LRF 50-0" 16-0" 20 PSF 80 MPH UBC 88 1.00 TO 12 SPLICE # 01 TYPE : Pinned Base Plate SUBTYPE No Ext SW Pin – S Nuts ----------------------------------------------------------------------------------------------------------------------------------- F L A N G E P L A T E S --=-------- MAXIMUM STRESSES ----------- LOCATION DESCRIPTION PART NO. SIZE DIST FROM – TENSION – COMPRESSION CSR LOAD T X W X L EDGE ACT. ALLOW ACT. ALLOW COND -------- Inches --------- (In.) (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE: OUTER 1 Main Flange 0.219 X 6.000 0.375 1.56 39.99 2.38 45.00 0.052 1 INNER 1 Main Flange 0.250 X 6.000 0.062 0.05 39.99 2.38 45.00 0.052 1 W E B P L A T E S ------------------ MAXIMUM STRESSES ------------------- DES CR! 11T 10M PART NO. SIZE -- SHEAR --- – TENSION – COMPRESSION CSR LOAD T X W X OL X IL ACT. ALLOW ACT. ALLOW ACT. ALLOW' COME) ------------- Inches -------------- (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE: Main web 0.100 11.92 20.00 3.61 39.99 2.38 45.00 0.596 1 c� N DATE: 12/20/90 TIME: 01:05 PM ORDER # 084209 BUILDER - DETCO STEEL 6 CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME - D. & E. AUTO ENGR GRP - VISALIA (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESC?IPTION LRF 50'-0" 16'-0" 20 PSF 80 MPH UBC 88 1.00 TO 12 SPLICE # 01 TYPE : Pinned Base Plate SUBTYPE : No Ext SW Pin - S Nuts ------------------------------------------------------------------------------------7---------------------------------------------- COLUMN SIDE F L A N G E P L A T E S DESCRIPTION FULL ------------------- WELD SIZE ------------------- -------- MAXIMUM STRESSES -------- OUTER 1 Main Flange Flange to Cap Plate INNER 1 Main Flange Flange to Cap Plate DESC111!'TiOM Main Web Web to Car ?La_e - Outer Bolts Web to Cir ?1a e - Remaining STRENGTH ---- FILLET ------------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Out Face In Face Out Face In Face (k/in) (k/in) (k/in) COND 3/16" 0.34 3.71 0.093 2 3/16- 0.01 3.71 0.003 2 W E B P L A T E S ------------------------- WELD SIZE ------------------------- -------- MAXIMUM STRESSES -------- - LENGTH - ---- FILLET ------------ PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side Far Side (k/in) (k/in) (k/in) GOND 5.000" 1/8" 1/8" 0.36 0.00 4.95 0.073 2 1/8" 1.19 1.86 0.642 1 DATE: 12/20/90 TIME: 01:05 PM ----------------------------------------------------------------------------------------------------- ORDER # 084209 BUILDER DETCO STEEL k CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT -. DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME - D. & E. AUTO ENGR GRP - VISALIA (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTE14 FRAME # 1 DESCRIPTION LRF 50-0" 16'-0" 20 PSF 80 MPH UBC 88 1.00 TO 12 SPLICE ----------------------------------------------------------------------------------------------------------------------------------- # 02 TYPE : Ext Col - Roof Beam Knee SUBTYPE : 2 Row Outer Hmhd - Horiz LOAD DESCRIPTION AXIAL SHEAR MOMENT STRESS NO (kips) (kips) (in -k) FACTOR ---- ---- -50% -------------------- MOMENT CAPACITY ------- 0.00 ------- 0.00 -------- -315.68 1.00 +50% MOMENT CAPACITY 0.00 0.00 315.68 1.00 1 DL + LL 8.35 -3.65 -570.76 1.00 2 DL + WLL -4.03 2.73 437.10 1.33 3 DL + 'ALR -2.25 -0.04 -15.57 1.33 4 DL + EQL 1.24 -0.12 -15.15 1.33 5 DL + EQR 1.96 -1.26 -200.81 1.33 DATE: 12/20/90 TIME: 01:05 PM ------------------------------—--------------- ORDER # 084209 BUILDER DETCO STEEL & CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT — DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME — D. & E. AUTO ENGR GRP — VISALIA (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME 4 1 DESCRIPTION LRF 50'-0" 16-0" 20 PSF 80 MPH USC 88 1.00 TO 12 SPLICE # 02 TYPE : ----------------------------------------------------------------------------------------------------------------------------------- Ext Col — Roof Beam Knee SUBTYPE : 2 Row Outer Hmhd — Horiz Column Roof Beam Dimensions at Connection Hammerhead Dimension 7.875" Flg. to Fig. Dimension 16.000" 16.000" Part Slope 1.000 TO 12 Conn. Plate .'angle (Degrees) 0.000 0.000 Offset from Structure Line 8.000" 0.125" Main Flange Dimensions Outer Flange Width 5.000" Thickness 0.188" Inner Flana_= Width 5.000" Thickness 0.188" Adjacent Dep' --'i ..hinge Information Distance '.: Depth Change 13— 9.945" 231— 1.329" Flg. to F1';. Dimension 8.000" 16.000" Adj. Pl. .,,;;ia (Degrees) 0.000 0.000 DATE: 12/20/90 TIME: 01:05 PM - -------------- ---------------------------------------------------------------------------------------------- ORDER # 084209 - BUILDER DETCO STEEL & CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME - D. & E. AUTO ENGR GRP - VISALIA (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION LRF 50'-0" 16'-0" 20 PSF 80 MPH UBC 88 1.00 TO 12 SPLICE # 02 ------------------------------------------------------------------------------------------------------------------------------ TYPE : Ext Col - Roof Beam Knee SUBTYPE : 2 Row Outer Hmhd - Horiz S P L I C E P L A T E BOTH SIDES PLATE TYPE CUSTOM PART NUMBER OV42320-02 ORIENTATION NORMAL PLATE WID,rii 8.000" PLATE LENGTH 23.875" PLATE THICKNESS 0.375" PLATE YIELD STRESS 50.00 KSI PLATE OFFSET 00.000" DESIGN STRESS RATIO 0.512 CONTROLLING COND. 2 CONTROLLING LOCATION Side 1 Inner Row 1 B O L T I N F O R M A T I O N BOLT 0.625" BOLT GAGES — INNER: 2.750" BOLT TYPE A325 WASHERS NO BOLT ::•LT DIST FROM DIST FROM BOLT # BOLTS DIST FROM DIST FROM ROW =.. OSd EDGE PREV ROW ROW IN ROW EDGE PREV ROW OUTER 1 1.625" INNER 1 2 1.625" OUTER 2 6.625" 5.000" W E B S H E A R NO STIFFENERS ARE REQUIRED FOR -WEB SHEAR DATE: 12/20/90 - TIME: 01:05 PM ------------------------------ ORDER # 084209 ------------------------------------------------- BUILDER DETCO STEEL & CONST INC BLDR ORDER A 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME - D. & E. AUTO ENGR GRP - VISALIA (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION LRF 50'-0" 16'-0" 20 PSF 80 MPH UHC 88 1.00 TO 12 SPLICE ----------------------------------------------------------------------------------------------------------------------------------- # 02 TYPE : Ext Col - Roof Beam Knee SUBTYPE : 2 Row Outer Hmhd - Horiz LOAD OUTER EDGE INNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 fv Act. Fv All. ft Act. Ft All. ------------------------------ (Kips per Bolt) ------------------------------ (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE: -50% 4.870 3.175 0.000 0.000 21.000 15.876 44.000 +50% 0.000 0.921 6.963 0.000 21.000 22.697 44.000 1 7.958 4.905 0.000 1.983 21.000 25.940 44.000 2 0.000 1.672 10.936 1.485 27.992 35.645 58.651 3 0.455 0.344 0.000 0.022 27.992 1.485 58.651 4 0.027 0.000 0.000 0.068 27.992 0.088 58.651 5 3.",)7 1.831 0.000 0.686 27.992 9.477 58.651 ROOF BEAM SICIi:: -50% ! )' 3.232 0.000 0.000 21.000 15.995 44.000 +50% ).))) 0.972 6.913. 0.000 21.000 22.532 44.000 1 - := 4.818 0.000 1.983 21.000 24.952 44.000 2 0.100 1.703 10.525 1.485 27.992 .34.307 58.651 3 0. 0.495 0.000 0.022 27.992 2.163 58.651 4 ) 0.019 0.000 0.068 27.992 0.239 ' 58.651 5 1.813 0.000 0.686 27.992 9.235 58.651 DATE: 12/20/90 TIME: 01:05 PM --------------------------------------------------------------------------------------------------------- ORDER # 084209 BUILDER DETCO STEEL 4 CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME - D. & E. AUTO ENGR GRP - VISALIA (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION LRF 50'-0" 16-0" 20 PSF 80 MPH UBC 88 1.00 TO 12 SPLICE # 02 TYPE : ----------------------------------------------------------------------------------------------------------------------------------- Ext Col - Roof Beam Knee SUBTYPE : 2 Row Outer Hmhd - Horiz SPLICE PLATE OV42320-02 COLUMN SIDE -->I<-- ROOF BEAM SIDE BOLTS: 0.625" DIA A325 NO WASHERS 8.000" X 23.875" X 0.375" I I -+---------+-------------------------------- ---+- OUTER HAMMERHEAD FLANGE 0030924 1.625" I I HFHFHFHFHFHEFEFEFEFEFEF I I END FLANGE 0.375 X 7.000 ;{ G.000 W I I 0.375 X 8.000 X 13.500 o W o 7.875" I W I 7.875" OUTER HAMMERHEAD GUSSET 0030925 5.000" I I W I I 0.250 X 7.500 X 6.000 X 10.000 I I I W I I -+--- I I o W o I I W OUTSIDE FLAN,:: 'E I I I FFFFFFFFFFFFGSGSGSGSGSG I I GUSSET STIFFENER 0030877 W I I 0.250 X 3.000 X 6.000 NS/FS 0.219 :i 1•)l I I I I I W I I I I i W I I I I I W i I I I I W I I I I I W I I I I I W I i I I I W i I I I I W I I W I I I I I W I I W I I MAIN WEB I I I W I I 0.160 15.625" I I W I I 16.000" I W I 16.000" MAIN WEB I I I W I I 0.100 I I I W I I I I I W I I I I I W I I I I I W I I I I i W I I I I I W I I I I I W I I I I I W I I I I I W I I I I I W I I I I I W i I I I I W I I I I I W I I -+--- I I U W U I I 1.625" I I W I I INSIDE FLANGE 1 I FFFFFFFFFFFFMSMSMSMSMSM MAIN STIFFENER -1 _ 0.250 X 2.750 X 15.375 NS/FS 0.250 X 6.000 -+------------- ---------------------------- DATE: 12/20/90 TIME: 01:05 PM ORDER # 084209 BUILDER - DETCO STEEL 6 CONST INC BLDR ORDER # 1000-22 30.00 4.81 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT - DARRELL DETER X 3.000 BLDR PHONE # 916-343-3757 PROJ NAME - D. & E. AUTO 0.00 ENGR GRP - VISALIA 0.107 1 INNER 1 Mai:i 2;,.iffener 0.250 X 2.750 X 15.375 (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) 0.354 (SLOPE) DESIGN SYSTEM FRAME " 1 DESCRIPTION LRF 50-0" 16'-0" 20 PSF 80 MPH UBC 88 1.00 TO 12 SPLICE ------------------------------------------------------------------------------------------------------------------------7---------- # 02 TYPE : Ext Col - Roof Beam Knee SUBTYPE : 2 Row Outer Hmhd - Horiz SIZE -- SHEAR --- - TENSION - COMPRESSION F L A N G E P L A T E S T X W X OL X IL ACT. ALLOW ACT. ALLOW ACT. ALLOW COND ------------- Inches ----------- (Ksi) MAXIMUM STRESSES ----------- (Ksi) LOCATION DESCRIPTION PART NO. COLUMN SIDE: SIZE DIST FROM - TENSION - COMPRESSION CSR LOAD Outer Hammevh--a_1 Gusset 0030925 0.250 X T X W X L EDGE ACT. ALLOW ACT. ALLOW 0.458 COND Main Web 0.100 -------- 20.00 Inches --------- (In.) (Ksi) (Ksi) (Ksi) (Ksi) ROOF BEAM SIDE: COLUMN SIDE: Main Web 0.160 OUTER 1 hammerhead Flange 0030924 0.375 X 7.000 X 6.000 0.000 2.80 30.00 6.99 59.98 0.116 2 OUTER 3 Main Flange 0.219 X 6.000 7.875 3.81 30.00 0.13 59.98 0.127 1 INNER 1 Main FLanae 0.250 X 6.000 0.000 6.34 39.99 18.10 45.00 0.402 1 ROOF BEAM SIDE OUTER 1 End FLange 0.375 X 8.000 X 13.500 0.000 2.36 30.00 4.81 45.00 0.107 +50% OUTER 3 Gu::S;-- iffener 0030877 0.250 X 3.000 X 6.000 7.875 3.22 30.00 0.00 45.00 0.107 1 INNER 1 Mai:i 2;,.iffener 0.250 X 2.750 X 15.375 0.000 6.66 39.99 15.97 45.00 0.354 1 W E B P L A T E S ------------------ MAXIMUM STRESSES ------------------- DESC?..'''.:i'1 PART NO. SIZE -- SHEAR --- - TENSION - COMPRESSION CSR LOAD T X W X OL X IL ACT. ALLOW ACT. ALLOW ACT. ALLOW COND ------------- Inches -------------- (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE: Outer Hammevh--a_1 Gusset 0030925 0.250 X 7.500 X 6.000 X 10.000 12.22 26.66 10.20 30.00 7.35 59.98 0.458 2 Main Web 0.100 2.97 20.00 35.92 39.99 18.35 45.00 0.898 2 ROOF BEAM SIDE: Main Web 0.160 10.38 14.61 20.85 39.99 16.20 45.00 0.710 1 DATE: 12/20/90 TIME: 01:05 PM ORDER # 084209 BUILDER - DETCO STEEL 6 CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME - D. 4 E. AUTO ENGR GRP - VISALIA (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION LRF 50-0" 16'-0" 20 PSF 80 MPH UBC 88 1.00 TO 12 SPLICE # 02 TYPE ----------------------------------------------------------------------------------------------------------------------------------- : Ext Col - Roof Beam Knee SUBTYPE : 2 Row Outer Hmhd - Horiz COLUMN SIDE F L A N G E P L A T E S DESCRIPTION FULL -------------------WELDSIZE ------------------- -------- MAXIMUM STRESSES -------- STRENGTH ---- FILLET ---- ---PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Out Face In Face Out Face In Face (k/in) (k/in) (k/in) COND OUTER1 ffammerhead Flange Flange to Cap Plate YES 3/16" U 5/16" +1/16" 1.09 11.25 0.097 1 OUTER 3 Main Flange Flange to Cap Plate 3/16" 0.89 2.78 0.305 1 INNER 1 Main Flange Flange t•) •:ap Plate YES 1/9" U 1/8" +1/16" 1.61 10.00 0.161 2 W E B P L A T E S DESCRI'_""I•)N ------------------------ SIZE ------------------------- -------- MAXIMUM STRESSES -------- - LENGTH - --WELD ---- FILLET --------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side Far Side (k/in) (k/in) (k/in) COND Outer Hammel::ia:i ;unset Gusset,:. ?late 3/16" 3/16" 2.55 5.57 0.458 1 Gusset _.:aarliead Flange 3/16" 3.05 3.71 0.823 2 Gusset L. A-iin Flange 3/16" 2.07 2.78 0.744 1 Main Web Web to Cap Plate - Inner'Bolts 4.000" 1/8" 1/8" 3.59 0.00 4.95 0.726 2 Web to Cap Plate - Remaining 1/8" 0.30 1.86 0.160 1 DATE: 12/20/90 TIME: 01:05 PM ORDER # 084209 BUILDER - DETCO STEEL & CONST INC BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 (TYPE) (WIDTH) (HEIGHT) DESIGN SYSTEM FRAME # 1 DESCRIPTION LRF 50'-0" 16'-0" SPLICE # 02 TYPE : Ext Col - Roof Beam Knee ROOF BEAM SIDE ------------------------------------------------------------- BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 PROJ NAME - D. 6 E. AUTO ENGR GRP - VISALIA (LIVE) (WIND) (CODE/YEAR) (SLOPE) 20 PSF 80 MPH USC 88 1.00 TO 12 SUBTYPE : 2 Row Outer Hmhd - Horiz ------------------------------------------------------------- INNER 1 Ma_:i -;;:iffener Stiffene_' , Cap Plate Stiffener > ,leb Plate DESCRI? :=.::1 Main Web Web to Ca_r, ?Lata - Outer Bolts Web to Cap Plate - Inner Bolts Web to Cap Plate - Remaining Web to End Flange Web to Opposite Flange 3/16- 1/8. W E B P L A T E S ------------------------- WELD SIZE --------------------- - LENGTH - ---- FILLET ------------ PENETRATION ----- Near S. Far S. Near Side Far Side 8.000" 1/8" 1/8" 4.000" 1/8" 1/8" 1/8" 1/8" 1/8" ---------- MAXIMUM STRESSES -------- TENSION SHEAR ALLOW CSR LOAD (k/in) (k/in) (k/in) GOND 0.90 11.25 0.080 1 0.00 2.78 0.000 1 0.80 2.78 0.289 1 0.42 1.86 0.226 1 1.66 3.71 0.449 2 0.84 1.86 0.457 -50% ---------- MAXIMUM STRESSES -------- TENSION SHEAR ALLOW "CSR LOAD (k/in) (k/in) (k/in) COND 2.45 1.70 3.71 0.805 1 3.46 1.67 4.95 0.776 2 1.70 1.86 0.917 1 0.52 1.86 0.283 1 1.05 •1.86 0.567 1 F L A N G E P L A T E S DESCRIPTION FULL ------------------- WELD SIZE --------------- STRENGTH ---- FILLET ---- --------- PENETRATION ----- Out Face In Face Out Face In Face OUTER 1 End Flange Flange to Cap Plate YES 3/16" U 5/16" +1/16" End Flg to Outer Flg 3/16" OUTER 3 Gusset Stiffener Stiffener to Cap Plate 3/16" Stiffener to web Plate 1/8" INNER 1 Ma_:i -;;:iffener Stiffene_' , Cap Plate Stiffener > ,leb Plate DESCRI? :=.::1 Main Web Web to Ca_r, ?Lata - Outer Bolts Web to Cap Plate - Inner Bolts Web to Cap Plate - Remaining Web to End Flange Web to Opposite Flange 3/16- 1/8. W E B P L A T E S ------------------------- WELD SIZE --------------------- - LENGTH - ---- FILLET ------------ PENETRATION ----- Near S. Far S. Near Side Far Side 8.000" 1/8" 1/8" 4.000" 1/8" 1/8" 1/8" 1/8" 1/8" ---------- MAXIMUM STRESSES -------- TENSION SHEAR ALLOW CSR LOAD (k/in) (k/in) (k/in) GOND 0.90 11.25 0.080 1 0.00 2.78 0.000 1 0.80 2.78 0.289 1 0.42 1.86 0.226 1 1.66 3.71 0.449 2 0.84 1.86 0.457 -50% ---------- MAXIMUM STRESSES -------- TENSION SHEAR ALLOW "CSR LOAD (k/in) (k/in) (k/in) COND 2.45 1.70 3.71 0.805 1 3.46 1.67 4.95 0.776 2 1.70 1.86 0.917 1 0.52 1.86 0.283 1 1.05 •1.86 0.567 1 DATE: 12/20/90 y TIME: 01:05 PM ------------------------------ ORDER # 084209 —------------------------------------------------------------------- BUILDER JETCO STEEL & CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT — DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME — D. & E. AUTO ENGR GRP — VISALIA (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION LRF 50-0" 161-0" 20 PSF 80 MPH UBC 88 1.00 TO 12. SPLICE ----------------------------------------------------------------------------------------------------------------------------------- # 03 TAPE : Ridge SUBTYPE : 0/I Extens — Comp Bm LOAD DESCRIPTION A?IAL SHEAR MOMENT STRESS NO (kips) (kips) (in—k) -------- FACTOR ---- ---- -50% -------------------- MOMENT CAPACITY ------- 0.00 ------- 0.00 —279.93 1.00 +50% MOMENT CAPACITY 0.00 0.00 279.93 1.00 1 DL + LL 3.63 —0.30 427.85 1.00 2 DL + WLL —1.51 —0.76 —155.13 1.33 3 DL + WLR —1.31 1.01 —166.47 1.33 4 DL + EQL 0.89 —0.43 79.52 1.33 5 DL + EQR 0.48 0.33 84.38 1.33 fA DATE: 12/20/90 TIME: 01:05 PM ORDER # 084209 BLDR CONTACT — DESIGN SYSTEM SPLICE # 03 --------------------------------------------------------- BUILDER — DETCO STEEL & CONST INC DARRELL DETER BLDR PHONE # 916-343-3757 (TYPE) (WIDTH) (HEIGHT) FRAME # 1 DESCRIPTION LRF 50'-0" 16-0" TYPE : Ridge BLDR ORDER PROJ NAME (LIVE) 20 PSF SUBTYPE : 1000-22 — D. & E. (WIND) 80 MPH AUTO (CODE/YEAR) UBC 88 O/I Extens BLDR ACCOUNT # 20-04-007-71 ENGR GRP — VISALIA (SLOPE) 1.00 TO 12 Comp—BM ------- ------------- ------— Dimensions at Connection Fig. to Fig. Dimension Part Slope Conn. Plate :angle (Degrees) Adjacent Depth Change Information Distance to Depth Change Fig. to Fig. Dimension Adj. P1. Angle (Degrees) V\ IM Left Roof Beam 16.000" 1.000 TO 12 4.764 25'— 0.000" 16.000" 0.000 Right Roof Beam 16.000" 1.000 TO 12 4.764 25— 0.000" 16.000" 0.000 DATE: 12/20/90 - TIME: 01:05 PM -------------------------------------------------------------------------------------------------------------- ORDER # 084209 BUILDER - DETCO STEEL 6 CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME - D. & E. AUTO ENGR GRP - VISALIA (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION LRF 50-0" 16'-0" 20 PSF 80 MPH UBC 88 1.00 TO 12 SPLICE # 03 ----------------------------------------------------------------------------------------------- TYPE : Ridge SUBTYPE : O/I Extens - Comp Bm S P L I C E P L A T E BOTH SIDES PLATE TYPE STANDARD PART NUMBER 0037151 ORIENTATION NORMAL PLATE WIDTH 6.000" PLATE LENGTH 20.750" PLATE THICK?LESS 0.375" PLATE YIELD 'STRESS 50.00 KSI PLATE OFFSET 02.375" DESIGN STRESS RATIO 0.624 CONTROLLING, C' -.)ND. 1 CONTROLLIri�, LOCATION Side 1 Inner Flg 2 B 0 L T I N F O R M A T I O N BOLT DI;.i!8^: i ;! 0 .625" BOLT GAGES - INNER: 2.750" BOLT TYP! A325 WASHERS NO BOLTSJL'PS DIST FROM DIST FROM BOLT # BOLTS DIST FROM DIST FROM ROW ::: :'.'.J!t EDGE PREV ROW ROW IN ROW EDGE PREV ROW OUTER 1 1.125" INNER 2 2 4.125" 3.000" OUTER 2 4.125" 3.000" INNER 1 2 1.125" DATE: 12/20/90 TIME: 01:05 PM ORDER # 084209 BUILDER - DETCO STEEL & CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME - D. & E. AUTO ENGR GRP - VISALIA (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION LRF 50'-0" 16-0" 20 PSF 80 MPH UBC 88 1.00 TO 12 SPLICE ----------------------------------------------------------------------------------------------------------------------------------- # 03 TYPE : Ridge SUBTYPE : 0/I Extens - Comp Bm LOAD OUTER EDGE INNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 fv Act. Fv All. ft Act. Ft All. ------------------------------ (Kips per Bolt) ------------------------------ (Ksi) (Ksi) (Ksi) (Ksi) LEFT ROOF BEAM SIDE: -50% 5.435 3.739 0.000 0.000 0.000 21.000 17.717 44.000 +50% 0.000 0.000 3.748 5.457 0.000 21.000 17.786 44.000 1 0.000 0.000 5.335 7.939 0.000 21.000 25.877 44.000 2 3.189 2.246 0.000 0.000 0.361 27.992 10.396 58.651 3 3.369 2.358 0.000 0.000 0.365 27.992 10.983 58.651 4 0.000 0.000 0.971 1.455 0.148 27.992 4.743 58.651 5 0.•)-)0 0.000 1.073 1.587 0.152 27.992 5.174 58.651 RIGHT ROOF O ::id -31DE: -50% 5.t:5 3.739 0.000 0.000 0.000 21.000 17.717 44.000 +50% )..;?) 0.000 3.748 5.457 0.000 21.000 17.786 44.000 1 ?i)) 0.000 5.335 7.939 0.000 21.000 25.877 44.000 2 3.!:'? 2,246 0.000 0.000 0.361 27.992 10.396 58.651 3 2.1:? 2.358 0.000 0.000 0.365 27.992 10.983 58.651 4 ? .. 0.000 0.971 1.455 0.148 27.992 4.743 58.651 5 0.000 1.073 1.587 0.152 27.992 5.174 58.651 n ON DATE: 12/20/90 TIME: 01:05 PM - -------------------------------------------------------------------------------------------------------- ORDER # 084209 BUILDER DETCO STEEL & CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME - D. 6 E. AUTO ENGR GRP - VISALIA (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTE14 FRAME # 1 DESCRIPTION LRF 50'-0" 16-0" 20 PSF 80 MPH UBC 88 1.00 TO 12 SPLICE # 03 TYPE : Ridge SUBTYPE : 0/I Extens - Comp Bm ----------------------------------------------------------------------------------------------------------------------------------- SPLICE PLATE 0037151 6.000" X 20.750" X 0.375" OUTSIDE FLANGE 0.188 X 5.000 MAIN WEB 0.100 INSIDE FLANGE 0.188 X 5.000 LEFT ROOF BEAM SIDE -->I<-- RIGHT ROOF BEAM SIDE I I -+---------+-------------------------------- ---+- 1.125" 1 I 1 I 1 2.375" I 1 2.375" -+--- I I 0 0 I I 3.000" I I FFFFFFFFFFFFFFFFFFFFFFF I i I I I W I i I I I I I I I I I I I I I I I I I I I I I I I I I 16.055" 12.500" 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I l 3.000" 1 _ I 1.125" 1 -+------------- BOLTS: 0.625" DIA A325 NO WASHERS OUTSIDE FLANGE 0.188 x''-,5.000 0 W 0 I I W I I W I I W I I W I I W I I W I I W I I W I I W I I W I I W I I W I I W I 16.055- W I I MAIN WEB W I I 0.100 W I I W I I W I I W I I W I I W I I W I I W I I W I I W I I W I I W I I 0 W 0 I I W I I FFFFFFFFFFFFFFFFFFFFFFF 1 1_ INSIDE FLANGE _ 0.188 X 5.000 0 0 I I I DATE: 12/20/90 TIME: 01:05 PM ORDER # 084209 X 5.000 BUILDER — DETCO STEEL & CONST INC 14.51 30.00 BLDR ORDER # 1000-22 45.00 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT — DARRELL DETER BLDR PHONE # 916-343-3757 20.84 30.00 PROJ NAME — D. & E. AUTO ENGR GRP — VISALIA 1 W E B P L A T E S (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) ------------------ DESIGN SYSTEM FRAME # 1 DESCRIPTION LRF ------------------- 50'-0" 16'-0" 20 PSF 80 MPH UBC 88 1.00 TO 12 --- — TENSION — SPLICE # 03 ----------------------------------------------------------------------------------------------------------------------------------- TYPE : Ridge LOAD T X W X OL SUBTYPE : 0/I Extens — Comp Bm ACT. ALLOW COND ------------- Inches -------------- F L A N G E P L A T E S (Ksi) (Ksi) 0.100 1.07 26.66 19.07 30.00 22.92 45.00 ----------- MAXIMUM STRESSES ----------- LOCATION DESCRIPTION 26.66 PART NO. 22.92 SIZE 0.635 DIST FROM — TENSION — COMPRESSION CSR LOAD T X W X L EDGE ACT. ALLOW ACT. ALLOW COND -------- Inches --------- (In.) (Ksi) (Ksi) (Ksi) (Ksi) LEFT ROOF BEAM SIDE: OUTER 2 Main Flange 0.188 X 5.000 2.375 14.51 30.00 22.73 45.00 0.504 1 INNER 2 Main Flange 0.188 X 5.000 2.320 20.84 30.00 14.05 45.00 0.695 1 RIGHT ROOF BEAM SIDE: OUTER 2 main FLange INNER 2 ila i::' Lange D E S C R i ''"ON LEFT ROOF B ::.. _ DE Main Web RIGHT ROOF BZ: -m SIDE: Main Web 0.188 X 5.000 2.375 14.51 30.00 22.73 45.00 0.504 1 0.188 X 5.000 2.320 20.84 30.00 14.05 45.00 0.695 1 W E B P L A T E S ------------------ MAXIMUM STRESSES ------------------- PART NO. SIZE -- SHEAR --- — TENSION — COMPRESSION CSR LOAD T X W X OL X IL ACT. ALLOW ACT. ALLOW ACT. ALLOW COND ------------- Inches -------------- (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) 0.100 1.07 26.66 19.07 30.00 22.92 45.00 0.635 1 0.100 1.07 26.66 19.07 30.00 22.92 45.00 0.635 1 DATE: 12/20/90 TIME: 01:05 PM ORDER # 084209 BUILDER - DETCO STEEL & CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME - D. & E. AUTO ENGR GRP - VISALIA (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION LRF 50-0" 16-0" 20 PSF 80 MPH UBC 88 1.00 TO 12 SPLICE # 03 TYPE : Ridge SUBTYPE : 0/I Extens - Comp Bm ----------------------------------------------------------------------------------------------------------------------------------- LEFT ROOF BEAM SIDE F L A N G E P L A T E S DESCRIPTION FULL ------------------- WELD SIZE ------------------- -------- MAXIMUM STRESSES -------- STRENGTH ---- FILLET ------------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Out Face In Face Out Face In Face (k/in) (k/in) (k/in) COND OUTER 2 Main Flange Flange to Cap Plate YES 1/4" 3/16" 2.78 5.64 0.493 -50% INNER 2 Main Flange Flange to '-'1p Plate YES 3/16" 1/4" 3.99 5.64 0.709 1 W E B P L A T E S DESCP.I!''_"101.1------------------------- WELD SIZE ------------------------- -------- MAXIMUM STRESSES -------- LENGTH - ---- FILLET ------------ PENETRATION --------- TENSION SHEAR ALLOW' CSR LOAD Near S. Far S. Near Side Far Side (k/in) (k/in) (k/in)! COND Main Web Web to Cao_ 'Lite - outer Bolts 4.000" 1/8" 1/8" 1.31 0.00 3.71 0.353 -50% Web to '.Lite - Inner Bolts 4.000" 1/8" 1/8" 1.91 0.00 3.71 0.514 1 Web to J, Lice - Remaining 1/8" 0.11 2.47` 0.043 3 i DATE: 12/20/90 TIME: 01:05 PM ORDER # 084209 BUILDER - DETCO STEEL & CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME - D. & E. AUTO ENGR GRP - VISALIA (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION LRF 50'-0" 16'-0" 20 PSF 80 MPH UBC 88 1.00 TO 12 SPLICE # 03 TYPE : Ridge SUBTYPE : 0/I Extens - Comp Bm ----------------------------------------------------------------------------------------------------------------------------------- RIGHT ROOF BE;.P1 SIDE F L A N G E P L A T E S DESCRIPTION FULL ------------------- WELD SIZE ------------------- -------- MAXIMUM STRESSES -------- STRENGTH ---- FILLET ------------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Out Face In Face Out Face In Face (k/in) (k/in) (k/in) COND OUTER 2 Main Flange Flange to Cap Plate YES 1/4" 3/16" 2.78 5.64 0.493 -50% INNER 2 Main Flange Flange to Cap Plate YES 3/16" 1/4" 3.99 5.64 0.709 1 W E B P L A T E S DESCRIPI-1 `1 ------------------------- WELD SIZE ------------------------- -------- MAXIMUM STRESSES -------- - LENGTH - ---- FILLET ------------ PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side Far Side (k/in) (k/in) (k/in) COND Main Web Web to ^ir ?La" -a - outer Bolts 4.000" 1/8" 1/8" 1.31 0.00 3.71 0.353 -50% Web to ?Lal:a - Inner Bolts 4.000" 1/8" 1/8" 1.91 0.00 3.71 0.514 1 Web to - Remaining 1/8" 0.11 2.47 0.043 3 DATE: 12/20/90 - TIME: 01:05 PM ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 084209 BUILDER - DETCO STEEL & CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME - D. 4 E. AUTO ENGR GRP - VISALIA (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION LRF 50-0" 161-0" 20 PSF 80 MPH UBC 88 1.00 TO 12 SPLICE ----------------------------------------------------------------------------------------------------------------------------------- # 04 TYPE : Pinned Base Plate SUBTYPE : No Ext SW Pin - S Nuts LOAD DESCRIPTION AXIAL SHEAR MOMENT STRESS NO (kips) (kips) (in-k) FACTOR -------- ---- ---- 1 -------------------- DL + LL ------- 8.47 ------- -3.65 0.00 1.00 2 DL + BALL -2.07 -1.02 0.00 1.33 3 DL + WLR -3.83 4.35 0.00 1.33 4 DL + £QL 2.08 -1.28 0.00 1.33 5 DL + EQR 1.36 -0.11 0.00 1.33 DATE: 12/20/90 Fig. to Fig. Dimension 8.000" Conn. Plate angle (Degrees) 0.000 Offset from Structure Line 8.000" TIME: 01:05 PM Distance to Depth Change 13— 9.945" Fig. to FLg. Dimension 16.000" Ad). P1. AngL= (Degrees) A GE; 40 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 084209 BUILDER - DETCO STEEL & CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME - D. E E. AUTO ENGR GRP - VISALIA (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION LRF 50'-0" 16'-0" 20 PSF 80 MPH UBC 88 1.00 TO 12 SPLICE ----------------------------------------------------------------------------------------------------------------------------------- # 04 TYPE : Pinned Base Plate SUBTYPE : No Ext SW Pin - S Nuts Column Dimensions at Connection Fig. to Fig. Dimension 8.000" Conn. Plate angle (Degrees) 0.000 Offset from Structure Line 8.000" Adjacent Depth Change Information Distance to Depth Change 13— 9.945" Fig. to FLg. Dimension 16.000" Ad). P1. AngL= (Degrees) 0.000 DATE: 12/20/90 TIME: 01:05 PM PAGE: ------------------------------------------------------------- --------------------------------------------------------------------- ORDER # 084209 BUILDER — DETCO STEEL 6 CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT — DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME — D. 6 E. AUTO ENGR GRP — VISALIA (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION LRF 50'-0" 16'-0" 20 PSF 80 MPH UBC 88 1.00 TO 12 SPLICE # 04 TYPE : Pinned Base Plate SUBTYPE : No Ext SW Pin — S Nuts ----------------------------------------------------------------------------------------------------------------------------------- PLATE TYPE PART NUMBER ORIENTATION PLATE WIDTH PLATE LENGTH PLATE THICKNESS PLATE YIELD STRESS PLATE OFFSET DESIGN STRESS RATIO CONTROLLING COND. CONTROLLIa ; L•)C ,'PION BOLT DIAME'7ZI, BOLT TYPE WASHERS S P L I C E P L A T E STANDARD 0042358 NORMAL 9.000" 8.437" 0.500" 50.00 KSI 00.375" 0.140 1 Cat. 2 Compression B O L T I N F O R M A T I O N 1.000" BOLT GAGES — INNER: 4.000" A307 NO BOLT `;1LTS DIST FROM DIST FROM ROW _.: 2'vi EDGE PREV ROW OUTER 1 2.375" 0 N C R E T E S T R E S S E S MIN. DESIGN FOOTING SIZE 114.807 ( In•'2 ) CONCRETE STRENGTH 3.000 KSI CONTROLLING LOAD COND. NUMBER 1 ACTUAL ULTIMATE CONCRETE STRESS 0.179 KSI FACTORED ULT. ALLOW. CONCRETE STRESS 1.881 KSI CONCRETE STRESS RATIO 0.095 rk DATE: 12/20/90 TIME: 01:05 PN PAGE: ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 084209 BUILDER - DETCO STEEL 4 CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME - D. 6 E. AUTO ENGR GRP - VISALIA (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTE14 FRAME # 1 DESCRIPTION LRF 50'-0" 16'-0" 20 PSF 80 MPH UBC 88 1.00 TO 12 SPLICE ----------------------------------------------------------------------------------------------------------------------------------- # 04 TYPE : Pinned Base Plate SUBTYPE : No Ext SW Pin - S Nuts LOAD OUTER EDGE INNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 fv Act. Fv All. ft Act. Ft All. ------------------------------ (Kips per Bolt) ------------------------------ (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE: 1 Total Section is in Compression 0.000 10.000 0.000 20.000 2 1.037 0.652 13.329 1.320 26.659 3 L.9L3 2.769 13.329 2.442 26.659 4 Total Section is in Compression 0.150 13.329 0.000 26.659 5 Total Section is in Compression 0.000 13.329 0.000 26.659 DATE: 12/20/90 TIME: 01:05 PM PAGE: ORDER # 084209 BUILDER - DETCO STEEL & CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME - D. & E. AUTO ENGR GRP - VISALIA (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION LRF 50'-0" 16'-0" 20 PSF 80 MPH UBC 88 1.00 TO 12 SPLICE # 04 TYPE : Pinned Base Plate SUBTYPE : No Ext SW Pin - S Nuts ----------------------------------------------------------------------------------------------------------------------------------- SPLICE PLATE 0042358 BOLTS: 1.000" DIA A307 NO WASHERS 9.000" x 8.437" X 0.500" +- 4.000"-+ 00.375" ----+---------+--- ----------------------------- OUTSIDE FLANGE 2.375" I I FFFFFFFFFFFFFFFFFFFFFFF 0.219 X 6.000 I I I W I -+--- I I o W o I I W I I I I W I I I I W I I I I W I I I I W I I I I W I I I I W I I I I W I I I I W I I I I W I I I I W I I I I W 1 1 I W I I I I W I I I I W I I I I W I 8.375" I W I MAIN WEB I I I W I 0.100 6.062" I I W I I I I W I I I I W I I I i W I I I I W I I I I W I I I I W i I I I W I I I I W I I I I W I I I I W I I I I W 1 I I I W I I I W I I 1 I W I I I I W I I I I W I I I i W I I I I W I INSIDE FLANGE I -I _ I FFFFFFFFFFFFFFFFFFFFFFF 0.250 X 6.000-+------------------------------------------ .� Y L 1 L L U L J 1 V lY r L n aY v u n DATE: 12/20/90 TIME: 01:05 PM PAGE: 30 ----7------------------------------------------------------------------------------------------------------------------------------ ORDER # 084209 BUILDER — DETCO STEEL & CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT — DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME — D. & E. AUTO ENGR GRP — VISALIA (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTE14 FRAME # 1 DESCRIPTION LRF 50'-0" 16'-0" 20 PSF 80 MPH UBC 88 1.00 TO 12 SPLICE # 04 ----------------------------------------------------------------------------------------------------------------------------------- TYPE : Pinned Base Plate SUBTYPE : No Ext SW Pin — S Nuts F L A N G E P L A T E S ----------- MAXIMUM STRESSES ----------- LOCATION DESCRIPTION PART NO. SIZE DIST FROM — TENSION — COMPRESSION: CSR LOAD T X W X L EDGE ACT. ALLOW ACT. ALLOW COND -------- Inches --------- (In.) (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE: OUTER 1 Main. Flange 0.219 X 6.000 0.375 1.55 39.99 2.38 45.00: 0.052 1 INNER 1 Main Flange 0.250 X 6.000 0.062 0.05 39.99 2.38 45.00: 0.052 1 W E B P L A T E S ------------------ MAXIMUM STRESSES ------ =------------ DESCR _T_'=ON PART NO. SIZE -- SHEAR --- — TENSION — COMPRESSION CSR LOAD T X W X OL X IL ACT. ALLOW ACT. ALLOW ACT. ALLOW COND ------------- Inches -------------- (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) '(Ksi)) COLUMN SIDE: Main Web 0.100 11.92 20.00 3.61 39.99 2.38 45.00: 0.596 1 DATE: 12/20/90 TIME: 01:05 PM W E B P L A T E S DES CRI_,':0l- - - - - - - - - - - - - - - - - - - - - - - - - WELD SIZE - - - - - - - - - - - - - - - - - - - - - - - - - -------- PAGE: 31 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 084209 BUILDER - DETCO STEEL & CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 (k/in) (k/in) BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME - D. & E. AUTO ENGR GRP - VISALIA 0.00 4.95 0.073 3 Web to _ _ .'_ita - Remaining (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION LRF 50-0" 16'-0" 20 PSF 80 MPH UBC 88 1.00 TO 12 SPLICE # 04 ----------------------------------------------------------------------------------------------------------------------------------- TYPE : Pinned Base Plate SUBTYPE : No Ext SW Pin - S Nuts COLUMN SIDE F L A N G E P L A T E S DESCRIPTION FULL ------------------- WELD SIZE ------------------- -------- MAXIMUM STRESSES -------- STRENGTH ---- FILLET ------------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Out Face In Face Out Face In Face (k/in) (k/in) (k/in) COND OUTER 1 Main Flange Flange to Cap Plate 3/16" 0.34 3.71 0.093 3 INNER 1 Main Flange Flange to Cap Plate 3/16" 0.01 3.71 0.003 3 W E B P L A T E S DES CRI_,':0l- - - - - - - - - - - - - - - - - - - - - - - - - WELD SIZE - - - - - - - - - - - - - - - - - - - - - - - - - -------- MAXIMUM STRESSES -------- - LENGTH - ---- FILLET ------------ PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side Far Side (k/in) (k/in) (k/in) COND Main Web Web to i:ir, ^!ita - Outer Bolts 5.000" 1/8" 1/8" 0.36 0.00 4.95 0.073 3 Web to _ _ .'_ita - Remaining 1/8" 1.19 1.86 0.642 1 S P L I C E D E S 1 V n n r r L+ CADDS DATE: 12/20/90 PAGE: 32 TIME: 01:05 PM ------- ORDER —--------------------------------------------------------------------------------------------------- ------ # 084209 BUILDER DETCO STEEL 6 CONST INC BLDR ORDER 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME - D. 4 E. AUTO ENGR GRP - VISALIA (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION LRF 50'-0" 16-0" 20 PSF 80 MPH USC 88 1.00 TO 12 05 TYPE : Ext Col - Roof Beam Knee SUBTYPE : 2 Row Outer Hmhd - Horiz SPLICE --------------------------------------------------------------------- # LOAD DESCRIPTION AXIAL SHEAR MOMENT STRESS NO (kips) (kips) ------- (in -k) FACTOR -------- ---- ---- -50% -------------------- MOMENT CAPACITY ------- 0.00 0.00 -315.68 1.00 +50% MOMENT CAPACITY 0.00 0.00 315.68 1.00 1 DL + LL 8.33 -3.65 -570.79 1.00 2 DL + WLL -2.25 0.51 -17.10 1.33 3 DL + WLR -4.03 1.87 445.29 1.33 4 DL + EQL 1.94 -1.25 -201.62 1.33 5 DL + EQR 1.22 -0.12 -14.40 1.33 DATE: 12/20/90 TIME: 01:05 PM PAGE: 33 ------------------------------ ---------------------------------------------------------------------------------------------------- ORDER # 084209 BUILDER — DETCO STEEL & CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT — DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME — D. & E. AUTO ENGR GRP — VISALIA (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESC?IPTION LRF 50-0" 16-0" 20 PSF 80 MPH UHC 88 1.00 TO 12 SPLICE # 05 TYPE : ----------------------------------------------------------------------------------------------------------------------------------- Ext Col – Roof Beam Knee SUBTYPE : 2 Row Outer Hmhd – Horiz Column Roof Beam Dimensions at Connection Hammerhead Dimension 7.875" Fig. to Fig. Dimension 16.000" 16.000" Part Slope 1.000 TO 12 Conn. Plata :Ingle (Degrees) 0.000 0.000 Offset from Structure Line 8.000" 0.125" Main Flange Dimensions Outer Flange Width 5.000" Thickness 0.188" Inner Flanaa ;width 5.000" Thickness 0.188" Adjacent Dep ::i :hin-le Information Distance .. Dapi-.h Change 13— 9.945" 23— 1.329" Flg. to FL.:. Dimension 8.000" 16.000" Adj. 91. (Degrees) 0.000 0.000 DATE: 12/20/90 TIME: 01:05 PM PAGE: 34 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 084209 BUILDER - DETCO STEEL & CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME - D. & E. AUTO ENGR GRP - VISALIA (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION LRF 50-0" 16'-0" 20 PSF 80 MPH UBC 88 1.00 TO 12 SPLICE # 05 -----------------'------------------------------------------------------------------------------------------------------------------ TYPE : Ext Col - Roof Beam Knee SUBTYPE : 2 Row Outer Hmhd - Horiz S P L I C E P L A T E BOTH SIDES PLATE TYPE CUSTOM PART NUMBER OV42320-02 ORIENTATION NORMAL PLATE WIDTH 8.000" PLATE LENGTH 23.875" PLATE THICKNESS 0.375" PLATE -YIELD STRESS 50.00 KSI PLATE OFFSET 00.000" DESIGN STRESS RATIO 0.520 CONTROLLING COND. 3 CONTROLLI:i; LOC'ITION Side 1 Inner Row 1 B O L T I N F O R M A T I O N BOLT DI:.ME'S 0.625" BOLT GAGES - INNER: 2.750" BOLT TYPES A325 WASHERS NO BOLT ::L'1S DIST FROM DIST FROM BOLT # BOLTS DIST FROM DIST FROM ROW 4•! EDGE PREV ROW ROW IN ROW EDGE PREV ROW OUTER 1 1.625" INNER 1 2 1.625" OUTER 2 6.625" 5.000" W E B S H E A R NO STIFFENERS ARE REQUIRED FOR WEB SHEAR DATE: 12/20/90 r y y y TIME: 01:05 PM PAGE: 35 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 084209 BUILDER - DETCO STEEL & CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME - D. & E. AUTO ENGR GRP - VISALIA (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION LRF 50-0" 16'-0" 20 PSF 80 MPH UBC 88 1.00 TO 12 SPLICE ----------------------------------------------------------------------------------------------------------------------------------- # 05 TYPE : Ext Col - Roof Beam Knee SUBTYPE : 2 Row Outer Hmhd - Horiz LOAD OUTER EDGE INNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 fv Act. Fv All. ft Act. Ft All. ------------------------------ (Kips per Bolt) ------------------------------ (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE: -50% !.870 3.175 0.000 0.000 21.000 15.876 44.000 +50% 0.000 0.921 6.963 0.000 21.000 22.697 44.000 1 7.961 4.907 0.000 1.983 21.000 25.950 44.000 2 0.475 0.357 0.000 0.280 27.992 1.548 58.651 3 0.000 1.696 11.116 1.017 27.992 36.234 58.651 4 2 2 1.841 0.000 0.683 27.992 9.525 58:651 5 0.0!? 0.000 0.000 0.070 27.992 0.064 58.651 ROOF BEAM -50% ). - 3.232 0.000 0.000 21.000 15.995 44.000 +50% 0.)00 0.972 6.913 0.000 21.000 22.532 44.000 1 - 7. 4,821 0.000 1.983 21.000 24.963 44.000 2 ). ! 0.507 0.000 0.280 27.992 2.255 58.651 3 i) i•: •; 1.728 10.704 1.017 27.992 34.892 58.651 4 :... 1.823 0.000 0.683 27.992 9.285 58.651 5 0.014 0.000• 0.070 27.992 0.213 58.651 SPLICE PLATE OV42320-02 8.000" X 23.875" X 0.375" OUTER HAMMERHEAD FLANGE 0030924 0.375 X 7.000 X 6.000 OUTER HAM14ERIIEAD GUSSET 0030925 0.250 X 7.500 X 6.000 X 10.000 OUTSIDE FLAtJ ;c 0.219 X II.I MAIN WEB 0.100 INSIDE FLANGE 0.250 X 6.000 COLUMN SIDE --)I<-- ROOF BEAM SIDE I S P L I C E D E S I G N - ----------------------------- ---+- 1.625" I I HFHFHFHFHFHEFEFEFEFEFEF I I I I I W I I -�--- 0 W o 7.875" I W I 7.875" 5.000" I I W I I I W I I -+--- I CADDS DATE: 12/20/90 FFFFFFFFFFFFGSGSGSGSGSG I I W I I I I I W I I I I PAGE: 36 TIME: 01:05 PM I I I W I' I I I I W I I I I - ------------ I I I W I I ---------------------------------------------------------------------------------------------- ORDER # 084209 - BUILDER DETCO STEEL & CONST INC I I BLDR ORDER # 1000-22 I W I I BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 I I PROJ NAME - D. & E. AUTO ENGR GRP - VISALIA I I I W I I (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) 1 W I I DESIGN SYSTEM FRAME n 1 DESCRIPTION LRF 50'-0" 16'-0" 20 PSP 80 MPH UBC 88 1.00 TO 12 I W I I SPLICE --------------------------------------------------------------------------------------------------- # 05 TYPE : Ext Col - Roof Beam Knee SUBTYPE : I 2 Row Outer Hmhd - Horiz ----------------------------- SPLICE PLATE OV42320-02 8.000" X 23.875" X 0.375" OUTER HAMMERHEAD FLANGE 0030924 0.375 X 7.000 X 6.000 OUTER HAM14ERIIEAD GUSSET 0030925 0.250 X 7.500 X 6.000 X 10.000 OUTSIDE FLAtJ ;c 0.219 X II.I MAIN WEB 0.100 INSIDE FLANGE 0.250 X 6.000 BOLTS: 0.625" DIA A325 NO WASHERS END FLANGE 0.375 X 8.000 X 13.500 GUSSET STIFFENER 0030877 0.250 X 3.000 X 6.000 NS/FS MAIN WEB 0.160 MAIN STIFFENER 0.250 X 2.750 X 15.375 NS/FS COLUMN SIDE --)I<-- ROOF BEAM SIDE I I -+---------+--- ----------------------------- ---+- 1.625" I I HFHFHFHFHFHEFEFEFEFEFEF I I I I I W I I -�--- 0 W o 7.875" I W I 7.875" 5.000" I I W I I I W I I -+--- I I 0 W 0 I I W FFFFFFFFFFFFGSGSGSGSGSG I I W I I I I I W I I I I I W I I I I i W I I I I I W I' I I I I W I I I I I W I I I I I W I I W I I I I I W I I I I I W I I I I I W I I I I I W I I 15.625" I I W I I I 16.000" I W I 16.000" I I I W i I I I I W I I I I I W I I I I I W I I I I I W I I I W I I I I I W I i I I 1 W I I I I I W I I I I I W I I I I I W I I I I I W I I I I I W I I I I i W I I -+--- I I 0 w 0 I I 1.625" I I W I I I I FFFFFFFFFFFFMSMSMSMSMSM _I — -+------------- ----------------------------- BOLTS: 0.625" DIA A325 NO WASHERS END FLANGE 0.375 X 8.000 X 13.500 GUSSET STIFFENER 0030877 0.250 X 3.000 X 6.000 NS/FS MAIN WEB 0.160 MAIN STIFFENER 0.250 X 2.750 X 15.375 NS/FS S P L I .0 E D E S 1 U N - r L n n V a n L. DATE: 12/20/90 TIME: 01:05 PM -------------------------------------------------------------------- ORDER # 084209 BUILDER - DETCO STEEL k CONST INC BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 (TYPE) (WIDTH) (HEIGHT) DESIGN SYSTEM FRAME # 1 DESCRIPTION LRF 50-0" 16'-0" SPLICE # 05 TYPE : Ext Col - Roof Beam Knee -----------7------------------------------------------------------- F L A N G E LOCATION DESCnIPTION PART NO. SIZE T X W X L -------- Inches --------- COLUMN SIDE: OUTER 1 Hammerhead Flange 0030924 0.375 X 7.000 X 6.000 OUTER 3 Main Flange 0.219 X 6.000 INNER 1 Main Flange 0.250 X 6.000 ROOF BEAM SIDE: OUTER 1 End-F1,n9e 0.375 X 8.000 X 13.500 OUTER 3 GLI: -"S, iffener 0030877 0.250 X 3.000 X 6.000 INNER 1' Mji.i _::itEener 0.250 X 2.750 X 15.375 DESC2_ ; '.'N COLUMN SIDE: Outer Hammerhead Gusset Main Web ROOF BEAM SIDE: Main Web Y ---------------------------------------------------------------- P W E B P L A T E S CADD PAGE: 37 --------------------------------------------------------------- BLDR ORDER # 1000-22 MAXIMUM STRESSES BLDR ACCOUNT # 20-04-007-71 PROJ NAME - D. 6 E. AUTO -- SHEAR ENGR GRP - VISALIA - TENSION - COMPRESSION (LIVE) (WIND) (CODE/YEAR) LOAD (SLOPE) X W X OL X IL ACT. 20 PSF 80 MPH UBC 88 1.00 TO 12 COND SUBTYPE : 2 Row Outer Hmhd - Horiz (Ksi) (Ksi) (Ksi) L A T E S (Ksi) 0030925 0.250 X 7.500 X 6.000 X 10.000 12.45 ----------- 10.21 30.00 MAXIMUM STRESSES ----------- 0.467 DIST FROM - TENSION - COMPRESSION CSR LOAD EDGE ACT. ALLOW ACT. ALLOW 0.160 COND (In.) (Ksi) (Ksi) (Ksi) (Ksi) 45.00 0.710 0.000 2.81 30.00 7.12 59.98 0.119 3 7.875 3.81 30.00 0.14 59.98 0.127 1 0.000 6.45 39.99 18.09 45.00 0.402 1 0.000 2.36 30.00 6.42 59.98 0.107 3 7.875 3.22 30.00. 0.00 45.00 0.107 1 0.000 6.77 39.99 15.96 45.00 0.354 1 W E B P L A T E S ------------------ MAXIMUM STRESSES ------------------- PART NO. SIZE -- SHEAR --- - TENSION - COMPRESSION CSR LOAD T X W X OL X IL ACT. ALLOW ACT. ALLOW ACT. ALLOW COND ------------- Inches -------------- (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) 0030925 0.250 X 7.500 X 6.000 X 10.000 12.45 26.66 10.21 30.00 7..49 59.98 0.467 3 0.100 2.97 20.00 36.52 39.99 18.34 45.00 0.912 3 0.160 10.38 14.61 21.21 39.99 16.20 45.00 0.710 1 S P L I C E D E S I G N DATE: 12/20/90 CADDS TIME: 01:05 PM PAGE: 38 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 084209 BUILDER — DETCO STEEL & CONST INC BLDR ORDER # 1000-22 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT — DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME — D. & E. AUTO ENGR GRP — VISALIA (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTE14 FRAME # 1 DESCRIPTION LRF 50'-0" 16-0" 20 PSF 80 MPH UBC 88 1.00 TO 12 SPLICE #'05 TYPE : Ext Col — Roof Beam Knee SUBTYPE : 2 Row Outer Hmhd — Horiz ----------------------------------------------------------------------------------------------------------------------------------- COLUMN SIDE F L A N G E P L A T E S DESCRIPTION FULL ------------------- WELD SIZE ------------------- -------- MAXIMUM STRESSES -------- OUTER 1 Hammerhead Flange Flange to Cap Plate OUTER 3 Main Flange Flange to cap Plate INNER 1 Main FLange Flange t) :an Plate DESCRI:''.:0N Outer Hamme_::;... 3usset Gusset Plate Gusset :—amarhead Flange Gusset _-n FLange Main Web Web to Cap Plate — Inner Bolts Web to Cap Plate — Remaining 9 STRENGTH ---- FILLET ------------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Out Face In Face Out Face In Face (k/in) (k/in) (k/in) COND YES 3/16" U 5/16" +1/16" 1.09 11.25 0.097 1 3/16" 0.84 2.78 0.305 1 YES 1/4" U 1/8" +1/16" 1.63 10.00 0.164 3 W E B P L A T E S ------------------------- WELD SIZE ------------------------- -------- MAXIMUM STRESSES -------- - LENGTH — ---- FILLET ------------ PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side Far Side (k/in) (k/in) (k/in) GOND 3/16" 3/16" 2.55 5.57 0.458 1 3/16" 3.11 3.71 0.839 3 3/16" 2.07 2.78 0.745 1 4.000" 1/8" 1/8" 3.65 0.00 4.95 0.738 3 1/8" 0.30 1.86 0.160 1 ROOF BEAM SIDE DESCRIPTION OUTER 1 End Flange Flange to Cap Plate End Flg to Outer Flg OUTER 3 Gusset Stiffener Stiffener to Cap Plate Stiffener to 'deb Plate INNER 1 Ma :.i-:iffener Stiffener •:o Cap Plate Stiffens;: deb Plate DESCR:7''_ is F L A N G E P L - FULL ------------------- CADDS DATE: 12/20/90 MAXIMUM STRE:SSES -------- STRENGTH ---- FILLET ---- --------- PENETRATION --------- TENSION PhGE: 39 TIME: 01:05 PM LOAD Out Face In Face Out Face In Face (k/in) ------------- (k/in) --------------------------------------------------------------------------------------------- ORDER # 084209 - BUILDER DETCO STEEL 4 CONST INC 0.90 BLDR ORDER # 1000-22 0.080 BLDR ACCOUNT # 20-04-007-71 BLDR CONTACT - DARRELL DETER BLDR PHONE # 916-343-3757 PROJ NAME - D. & E. AUTO ENGR GRP - VISALIA 0.80 (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION LRF 50'-0" 16'-0" 20 PSF 80 MPH UBC 88 1.00 TO 12 SPLICE -------------------------------------------------------------------------------------------------------------------- # 05 TYPE : Ext Col - Roof Beam Knee SUBTYPE : 2 Row Outer Hmhd - Horiz ROOF BEAM SIDE DESCRIPTION OUTER 1 End Flange Flange to Cap Plate End Flg to Outer Flg OUTER 3 Gusset Stiffener Stiffener to Cap Plate Stiffener to 'deb Plate INNER 1 Ma :.i-:iffener Stiffener •:o Cap Plate Stiffens;: deb Plate DESCR:7''_ is F L A N G E P L A T E S FULL ------------------- WELD SIZE ------------------- -------- MAXIMUM STRE:SSES -------- STRENGTH ---- FILLET ---- --------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Out Face In Face Out Face In Face (k/in) (k/in) (k/in) COND YES 3/16" U 5/16" +1/16" 0.90 11.25 0.080 1 3/16" 0.00 2.78 0.000 1 3/16" 0.80 2.78 0.289 1 1/8" 0.42 1.86 0.226 1 Main Web Web to C_. :Lata - Outer Bolts Web to Cap Plate - Inner Bolts Web to Cap PLa'te - Remaining Web to End Flange Web to Opposite Flange 3/16" 1/8" W E B P L A T E S ------------------------- WELD SIZE --------------------- - LENGTH - ---- FILLET ------------ PENETRATION ----- Near S. Far S. Near Side Far Side 8.000" 1/8" 1/8- 4.000" 1/8" 1/8" 1/8- 1/8 1/8" 1.69 3.71 0.456 3 0.84 1.86 0.457 -50% --------- MAXIMUM STRE:SSES-------- - TENSION SHEAR ALLOW CSR LOAD (k/in) (k/in) (k/in) COND 2.46 1.70 3.71 0.805 1 3.52 1.70 4.95 0.789 3 1.70 1.86 0.917 1 0.52 1.86 0.283 1 1.05 1.86 0.567 1 �A R C A D E M E Studio 916.343.5709 1037 Park Avenue Chico, California 95928 cnlcshi/doc Design: CAA00% Project Name: 15F•OWFIL Project No.: Date: ` 11PA6 Page:— A—, of t �C7UNF7Aindaig sNVkXWAUL' c�c.c�tu�rco�ts �2ocrt551 �(G ���IKfs AT jfppwNaa. 'F�rzMS .�" C0 — " 4 C138 ©VIA Frenew Date OF CRL��� . A R C A D E M E uesicNOF LA I LHAL LUAU PROJECT NAME: t % Studio91G.3.43.6709 PROJECTNO.: 1 0 3 7 P •a r k A v e n u c DATE: Chico, California 95928 FACE.: .OF 1 WIND: P = CexCgxgsxl Ce : 1.2 Cq : I.3 HORIZ. /G:7. UP.LIFT- qs : l-7 l,o P = 456.5 PSF UPLIFTPSF SEISMIC : v— Z x I x C W Rw Z C 2.75 RW V.= 0 �4 w A 'R C A D E M E Design: Project Name: 0 —44 Studio 916.343.5705 Project ' No.: 1037 Park Avenue Date: (!GA/ Chico, California -- -95928 Page: 9 of 140-1 41- 6, -5 C CJ C , AXE. 15 7AMXN' rnr- '13 a TL a 12., CA L4JS A t M A )F M e Oto 2, I - — �74 615,16 7 z,.5 (o,s 4 w*7 Nip (> cnIcs1it/doc M' EuesicN OF: GHOIZD�� /STIw T --j PROJECTNAME:- Al. 6F, Jy .. Studio 916.3.93.5709 PROJECT NO.: 1 0 3 7 P a r k A v e n� u e DATE: Cliic0, California'. 95928 PACE OF M = 70. 23 � �+fGK zx TOP : FL/NTE CYC S,IM? ,r01�1 MST .37. _ FT A�or�1 3_75 IC� A R C A D E M E Studio .. . 916.343.5709 1 0 3 7 P a r k A v e n u e Chico, California .95928 DESIGN OF: F-Mpk) / 4- 'E:plJD PROJECT NAME:Rt �� PROJECT NO.: ! - DATE:` PAGE'_OF�"r"- CHECK FOR COMBINED AXIAL AND BENDING FORCES yP_ W Lu i LOADING INFORMATION : 6TODS �? Nt�wA�L P (KIPS).- e5.-oa Lux (IN.) = Z0411 W (LB/1N.)== --f �3)'_Z_9 Luy (IN.) _ ,Z JI M CIN -KIP) ' - .W (L)� - I S ICK 8 MATERIAL PROPERTIES Fc = Fc x Cd = 10500-?- 15)= 13i�, Fsl Fb' = Fb x C d = 14-z;o IR21 P61 E_L75 COLUMN SIZE : (2) ZX6 D FEZ � A (INt= 16.5 S (INY L/Dx = 37 L/Dy 4o e = �. ��L + _ C s = 14 Ck - .311 4:-�� - z� K 0.671 E = 24. Fc COLUMN CLASSIFICATION �oNG GoL� :0 Fc -- =1z-7 f =P/A = OZ_ .. Fb F^3�Gk�'�=�,�fb=.M/S= 1�blq fc f Fc + Fb - J(f ) c A R C A D E ME Studio . . 916.343.6709 1037 Yarlc Avenue Iico, Californifi 95928 DESIGN OF: PROJECTNAME: p /° M -f PROJECT NO.: r DATE: �•, PAGE OF ►` s FANS Goa17G� FC) rr-- ��i E i FRo VI DE> F� Y P, (Z -GADS DST. FF,0 1 THS F-EACTIOt%J D WIVQC;, A {�OR14-7- (DL+��) OUT 4< F (DL4wz- z K VEP -T. CDL 4 LL VZ�M-Tr 05L -+W) '1` 4K VE--P-T_ C(-�i)zAv. 9 K UPLIFT= -,(so F, --F V= VoLO ME d F Nc.. `i"o V -C5! JT 6) 1 FT- UsE 44" xC 1.411 x241 C I NGLv� � sig TH 1�K��ss Folz U nL ! FT� Usk 4 @ 1211 o.c _ C-. W. M Td F6' ACT S A ON IT A��INST oTNt-7fiL .G 2Ae- A R C A D E M E Studio . . . 916.343.6709 1 0 3 7 P a r k A v e n u e hico, California 95928 VESICN OF: rno.lecTNnnle: �?�,Il+fi��-- rnOJECT NO.: VATS:�-y- rACEAOF"-_ Jf Doa s` rza&�ITfi:PES 116 ' C P pis( 4. lYl se�,E 'DI W THIS REFo' ,T f=:ocz TH e5- -�-,406f 3 TH(5 AA,) C? 6( A TT/-�GNCT D ro� �� A -'F ��rsT wj REF -AF- I s c!�Vl>3C-T�IE7�> Itil._..CSC : SL -A G :..... A5 `1-0 1z �SrsT -4'K- T&AYE ,r01J s = P vi �52E P- K !O" FO Z- CAe-J 318 71 MINI M%lM s GTIo1J 12_S� . � AG(ZO O ..semb _sE� Tla�1 THF, �T� 4 A H C A D E M E Studio . . 9.16.34.3..5709 1 0 3 7 P a r k A v e n u e rico, California 95928 PULL OUT 4150 8" DESIGN OF: A. B. EA PROJECT NAME:` r'n 0.•` PROJECT NO.-: - qs. DATE:�°'��' PAGE�OF- Ow— ,1011---t� Aa PA1K, .. lo" PUl�OUT �I.JE SI bG GL.�V. FtZaNT . cL.EV. A, = sU fZ FAGC 1z A O r ��IJ%, o RAS) ST lJ PU F -T" (I6,1NaPc GONE- AT 4�:Nt�) 107 1/� (�) AG= 14,(4"C8 AG-- ZZ 111 z �c_ .05 (100) = L 2x Z-,>( 2 645 KL wF6 KAXy £A Rg .136NJNWG;� of L c ApFACITY A�GOWA� C) F&' I FT T. FE_. 1. A -1F,, PAIR A R C A D E M E Studio . . 916.343.6709 1037 Parlc /Avenue .fico, California. 95928 UE51CN OF: f=06)MDA If<.*J TROJECTNAME: 'I baW """ PROJECT NO. -- uATE: - (OT ta, TACE.vI OF� A KGF - FotZ 2' T»pTR isFT? P-cQ'S7, IG.KNLIS�5 FCS 1Z U f'61 FT) USC C 12'' o. c. D�51PTTR Ta I NSOZs.. FT6. AGT A5 A UN IT A Gil NI&7 oTNW' Gr<ALKj1,J6f �L Op�-iFT > NSLC sS M oN D1, OF' TWe� cPo T A R C/A D E M E Studio . .916.343.6709 1037 Y;urk Avenue .Chico, Culifnrniu 9.6928 W U G W L2x2.x 511(0 xO'—g' THRUST ANGLE 2-3/u x f+ A. B. L2 -x2- x5/* x O'-8'1 UPLIFT ANGLE UESICP( �F: ANc fl oz a n& I s, PROJECT NAME:` PROJECT No.: { DATE:__" TYP. AW, -,H. BOLT PR. W.T.S. D) Er TEL No. Jun 8,95 13:44 No.026 P.01 Actio wee mud VoWAbALM per OX 32, UBC OYCL91n kltOlum, b ZftoMs, ga"o, !Wd ezkwlor outlets per Alit, 910«5 N30. oioaet ltg4ts per Aft 410$ gyp. PrfMdeapprqved4m�isg at a1i �..: . xr Openings, O plaa e�tat CProves I bedroom wlndoW vdth minimum, opAn dJMeneione of 24" Wgh, 2W wide, 6.7 sq. & area, and 44" =A=== GM hawlt. MV � y�D -...� SAND ADWQVBTO oOMBIW? ON Alit FOR MIA , &ro.R W.x Provide adequate olearanne dP Proieodon-fad a Type A Niue. t Wbep ~ X'eQUbed PO 800, 4709, IIBO. SPECid11. HOOF OOVERING REQUIRED, g 1 � BM NOON FRAME THIS WALL MH/� FUL - MDS O.V.. ......--� HEIGHT M DF #2 I9?ite p 0h.34 8W SM. M7, LW - MV � y�D -...� SAND ADWQVBTO oOMBIW? ON Alit FOR MIA , &ro.R W.x Provide adequate olearanne dP Proieodon-fad a Type A Niue. t t' TEL No . erwide oaaohour pmtedl= oa garage aide of oorumOU WILU toget-aer with self -do" 180 .. •// thunk solid -ore door- ( . -1: �� � , lrigtetl• t datbptpx per Cot>A. � � r =1 i�ycfear pgr �i, 34, SBC. f % � Prvvids oerUAWA a of ooh jbi. OU -18= beam#, Under[looV UMS and varitllatiau p6! ileo, Me, UW Rica �. ala RixU RUn raeaauced toe to toe, `- -- %" maxtoloranoe between largest b am.e► sa r1SWWM ProYlde W x 108nchor boils (J 0 6' 04, mac. end wtthIn 12" 01.I0ints. Top rail to be 36 in. high with Intermediate rails to be not C 1� over In. apart. /t�rOyjdg V4" K 10" 8ulohor doit9 12" of pints. Jun 8,95 13:44 No.026 P.02 1 �r TEL No . DRd4E ADSWA1E SAACM WALL SHEATHING AS SHOWN ON MANS. tHl6 BuMM REQUIRES A INspwrM f li slgn: OMIS door to remainunlodcad during businoss tw / ` r BUILDING TO COMPLY TO HANDICAPPED REGULATIONS BUTTE COUNTY BUILDING DEPARTMENT APPROVED-.-- -' �p Jun 8,95 13:44 No.026 P.03 111'.�-WRUIUI1_ a 01 1- 1) Reference calculation table of contents 8z all drawing sheets. The calculations reference ..D 8z E Auto rather than Bremmer Farms Please clarify. 2) The plan drawing number D90-084209-01 8z 01 A .indicate that walls at lines 1, A 8z C are framed in wood. The plans prepared by ARCADEME indicate that only wall 1 is of wood construction. Please clarify. 3) Reference calculation package. The calculations. shall be sequentially numbered for reference purposes. Bremmer Farms -- ARCADEME Studio 1. Reference drawing sheet A-1. The plans indicate that the wall at line l is of wood construction and that all other walls are steel. The Butler Manufacturing plans indicate that the walls at lines A 8z C are also of wood constriction. Please clarify. 2. Reference calculation sheet 8 of 12. Butte County permits use of an allowable soil bearing of 1500 psf without a soils report. The calculations indicate the use of a 2500 psf bearing capacity, please clarify. Provide calculations 8z detailing for the footing. reinforcing for both gravity and uplift conditions. Charles J. Roberts, PE (9l 6) 894-8801 LONGITUDINAL BRACING DESIGN CUSTOMER: psf DATE: 7/21/95 BUILDER: North Valley Ready Mix psf DESIGNED BY: AJB/DSD BMC ORDER #: psf ROOF COLLATERAL LOAD: BLDR ORDER #: 90-084209 WIDTH LENGTH HEIGHT LSW(SEISMIC) 50 70 16 BUILDING LOADINGS: psf BUILDING CODE: UBC ROOF LIVE/SNOW LOAD: 20 EDITION YEAR: 1991 DEAD LOAD: 4 COLLATERAL LOAD: WIND DESIGN:, WIND SPEED(V in mph): 80 WIND EXPOSURE FACTOR: B WIND IMPORTANCE FACTOR(I): 1 MEAN ROOF HEIGHT(H)(ft): 17.04 Ce= 0.67 Cq= 1.3 total for building walls and at each parapet q=0.002560^2= 16.38 psf P=(Ce)(Cq)gl= 14.27 psf 10 psf minimum ( 0.014 ) ksf SEISMIC DESIGN: SEISMIC ZONE: 3 SEISMIC ZONE FACTOR(Z): 0.3 SEISMIC IMP. FACTOR(1): 1 NUMERICAL COEF, C=' 2.75 NUMERICAL COEF. Rw= 8 WEIGHT (W) OF FEW= 10 psf WEIGHT (W) OF REW= 1.4 psf ROOF DEAD LOAD: 4 psf ROOF COLLATERAL LOAD: RSW(WIND) psf 1 LSW(SEISMIC) psf TOTAL SEIS ROOF LD: 4 psf 1�z V=Z*I*C*W/Rw 1.03 psf @ FEW 0.14 psf @ REW 0.41 psf @ ROOF BUILDING BRACING REACTIONS BAYS BRACING LOCATION BAY SIZE 20 H V H V 1 LSW(WIND) 3.0 2.4 1 RSW(WIND) 2.4 1 LSW(SEISMIC) 0.8 ' t1d 1 RSW(SEISMIC) 0.8 i CUSTOMER: BUILDER: North Valley Ready Mix BLDR ORDER #: 90-084209 LONGITUDINAL BRACING DESIGN DATE: 7/21/95 DESIGNED BY: AJB/DSD BMC ORDER #: -Z,/,Z- OST Z,lZ OST PACE .00 NO OF BAYS DIST FROM LSW STR HT FEW WALL HT REW WALL JT POINT LOAD STRUT LOAD BAY ROD LOAD BAY ROD LOAD POINT I LOAD STRUT LOAD BAY ROD LOAD BAY ROD LOAD CNTRL ROD SIZE ROD ALLOW CNTRL ROD SIZE ROD ALLOT LSW 1 16.00 16.00 16.00 1.4 3.0 3.9 0.5 1.0 3.7 7/16 5.3/8.3• RSW 1 50 16.00 16.00 16.00 1.4 3.0 3.9 0.5 1.0 3.7 7/16 5.3/8.3• ("3Rw/8 CONTROLS) 25 1 2.6 0.8 7/16 5.3 25 18.08 18.08 18.08 3.2 3.2 1.0 1.0 25 1 2.6 0.8 7/16 5.3 BUTLER June 5, 1995 Butler Manufacturing Company 7440 Doe Avenue Post Office Box 1590 Visalia, California 93279-1590 Phone (209) 651-5355 Andy Wood North Valley Ready -Mix 11 Three Sevens Lane Chico, CA 95926 Re: Butler Order No. 04-084209-1 D & E Auto 50'x70'x16' LRF 1:12 Dear Andy: 9 No. C 045518 Exp. Dec. 31, 1998 C'VAI. This letter is in reference to the above mentioned building. This project was designed in 1990 under the 1988 UBC. This building will meet all of the requirements of the 1991 UBC. The basic code allowances did not change from 1988 to 1991, the only actual changes that would affect this building are in the wind coefficients for the purlin and girt design. These coefficients have been lessened in the 1991 code. See the tables below for the differences. 1988 UBC Purlin Uplift Cq = 1.1 Girt Pressure Cq = 1.2 Girt Suction Cq = 1.1 1991 UBC Purlin Uplift Cq = 1.0 Girt Pressure Cq = 0.9 Girt Suction Cq = 0.9 Since these coefficients are lower than the 1988 code required, then this building will meet or exceed all the requirements for the 1991 UBC. Hopefully this will take care of the questions concerning this building. If there are any fiuther questions please contact me. Western Region (209) 651-5354 A R C A D E M E 0 -5 7, MAP& "a ✓4L A6 F wmw W go, : I a ?-*6FbA?UP-- TO K*A1CJ4&K- Pwy 17VA4 A10 di Architecture Planning Design Art 6 F P* 9 A M TV rO 15UWA44L "04t6 - t - WOOO WkA,5.4 11C NA09 89W MOVi.9147 7V MOVA Tr 7-A —WOO, ,WADS ij 711 ,/ \ �' \- 1, 7 F, Wf.- �Wrf 0*40 OMM-60 IOUF (7A4U44-7FhVf5w mra 1 r41=atowedivewor \7- S 4A /A: TWIMI% A w 'OTW2�AOAr Z.- 09 A. 5�&r gap J2 W*4 (A/ OAA4Z . IT '54001-0 4*09- WW 1600 ftF ftA. ISHCE7- 2. ar-fit i k4ojowae par, I-\7 �1 17-J 4 1037 Park Avenue, Chico, CA 95928 916.343.5709 c '. ITS¢3 965 FIR STREET • CHICO, CALIFORNIA 95928 916 895-1422 ranclerson June 26, 1995 & molls CIVIL ENGINEERS Butte County Department of Public Works Building Department 7 County Center Drive Oroville, CA 95965 SUBJECT: MR. JIM BREMNER A.P. NO. 39-49-06 Gentlemen: Please accept this letter as our response to the Butte County Building Department requirement that the 100 -year flood elevation be determined for the proposed building to be constructed -on the subject parcel. The proposed building is located on the west side of River Road approximately 1.3 miles north of Ord Ferry Road in the Dayton area. The building site is approximately 1.1 miles east of the Sacramento River. The Sacramento River and Little Chico Creek are the source of potential flood hazard for the subject site. The proposed building lies within a designated Federal Emergency Management Agency (FEMA) flood zone. Review of the Flood Insurance Rate Map (FIRM) for Butte County, California, Community -Panel Number 060017 0200B, indicates the proposed building lies within Zone A with no base elevation determined. To determine the 100 -year flood elevation for the proposed building, we plotted the limits of the area inundated by a 100 -year flood as shown on FIRM Panel 200B onto the Ord Ferry, California Quadrangle Map. Interpolation of the 100 -year flood elevation utilizing ground surface contour elevations indicates a 100 -year water surface elevation of approximately 116.0 (USGS Datum) at the proposed building site. The existing ground elevation at the proposedbuilding site is approximately 119.5 (USGS Datum), or 3.5 feet above the 100 -year flood elevation. A building constructed at or above the existing ground surface will be above the 100 -year flood elevation. cc: Mr. Jim Rremner DISK BRUCE6 :\BREMNER.LTR Sincerely, ROLLS, ANDERSON & ROLLS AW'4*Z_'¢. lv'ed4 Bruce A. Nash RCE 33381 Registration Expires: 6/30/98 J BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District C 6 -;;, Building Department No. A.P. Number1�S — y %- aEJ G Jurisdiction ❑ City ounty Property Owner) = 13 R C- I -if -K , Property Location/Address 'TY 5- ✓�- i1�Q �-��l Subdivison Lot No. Residential Development ❑ ❑ No. of Living MHI Units Commercial/Industrial VewT Buildi6g Department Representative 0 Sq. Footage Addition Addition . (Floor Plans reviewed by School District Personnel) crS2--9 (Group R) Sq. Footage 3 5-0 D (Including Exterior Roofed Areas) 4z L 9d— Date District Identification No. 1J rl I It g School District certifies that �.VYI j'YL�uQ/J (Applicant) (Street Address) (City) (State) '4�5--3 77 (Phone Number) (Zip has complied with the requirements of Resolution No. ��%� T by payment of $' representing square feet. ❑ Check here if fee received represents "Full Mitigation". School District Representative Date Paid by Check # j()14 Remarks: n Bank Number Paid by Cash If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under. the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformmk, (4/94) COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PER IT NO. S ASSESSOR PARCEL NUMBER 39-03-14 ZONING BUILDING PERMIT oER "`.dames M. Bremmer TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS Box 106 Ord Ferry Stage-, Chico CONTRACTOR'S NAME owner TELEPHONE -6th rpnewal CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER none UNKNOWN Total Valuation' Is Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee 15 2 FEE $ 32.00 ARCHITECT OR ENGINEER none LICENSE No. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ LJ 2 CC BUILDING ADDRESS PLUMBING PERMIT Filing Fee 10.00 Ferry Rd., app. V-2mi. S Chico River Rd. Each Trap 2.00 Solar Water Heater 20.00 Chico Water piping 5.00 LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SFF1 Duplex❑ Mobilehome❑ Other restore house SPECIFY Building sewer 5.00 Mobile Home S I G I W 10.00 e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: — 6th renewal Permit #2201-79 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600 AMP 00V OR LOR ESSLESS 10.00 1� (4th J6 5bid renewal— CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions Of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, 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 contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this re son Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OCCUP.e OR ADDNS. ( ACC. BLDGS. 21hQsq ft NEW CO IDR BRANCH CIRCTITSL— 2.50 ea NEW CONSTR./POWER APPARATUS IN NON.RESID. SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 50c DAL FIXED APPLNS. OR Ex. OCCUp. OUTLETS (RESID.) EA.) 1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Building Department 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 W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 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 County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot 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 Inst said County in consequence of the granting of this permit. !x Date gnature of Applicant — Owner Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ 42.00 occuP. rRF7 TYPE OF CONST. PARCEL Po ND IssuE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By PERMIT EXPIRES Date_- the applicable provi- resolutions to do fees have been paid. WORKS Date oGG 5/8/86 Receipt No. WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PER/MIT NO. �-/ ASSESSOR PARCEL NUMBER _ ZONING BUILDING PERMIT OWNERe er TELEPHONE SO. FT. OCC. BUILDING VALUATION O ER'S MA NG.1W 14 ADDRESS ^ 15Pry-t-i/li✓ hico CONTRACTOR' AME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace C N TRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee$ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Penalty $ A RCHITUECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING ADDRESS v Y PLUMBING PERMIT Filing Fee 10.00 ny IN j `V Y Each Trap 2.00 Solar Water Heater 20.00 Water piping 5.00 LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUC URE SIZE) Duplex❑ Mobilehome❑ Other � SPECIFY Building sewer5.00 Mobile Home S G W 10-00 ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describ,p wor �� Ql��� ��' — Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100V OR LESS 100 AMP OR LESS 10.00 /` �� ell Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OCCUP.& OR ADDNS. ACC. BLDGS. 2hQsgft - CONTRACTORS LICENSE LAW I declare under penalt of perjury (Check One). ❑ I am licensed under provisions Of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification 19 I, as the owner, or my employees with wages as their sole compen- sation, 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 contract- ors. (Sec. 7044) ❑ I am exempt under Sec. Business and Professions Code for thi r ason NEW CONSTR ULTI-OUTLET 2,50 ea NON.RESID. BRANCH CIRC ITS NEW CONST R POWER APPARATUS & NON -RES ID. SINGLE OUTLET CIR. EX. Occup(OUTLETS OR FIXTURES 6A 50 300 FIXED APPLNS. OR EX. Occup. OUTLETS (RESID.) EA.) 1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor MECHANICAL PERMIT FiIingFee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare unde penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department 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 W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 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 County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot 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 liabilities, judgments, costs, and expenses which may in any way accrue g 'nst said County in co equence of the granting of this permit. X Date —�G " Signet a of Applicant — Owner® Contractor ❑ Agent ❑ An HA permit is required for excavations over 5'0" deep and demolition or construct- ion o structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ , OCCUP. GROUP I TYPE OF CONST, PARCEL PD HD ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIR OR OF P LIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS tea a Receipt No. WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT may 00 cp c � o m 40 a Q C : U C8 00 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 ` .. APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER '03' ZONING BUILDING PERMIT R TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADORE S c 7BV CONTRACTOR'S NAME TELEPHONE let CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNQWN iV/ Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee t $ Q ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ rinne, Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ ZrLl� BUIL ING ADDRESS p t PLUMBING PERMIT Filin Fee 10.00 FilingFee I Each Trap 2.00 Solar Water Heater 20.00 Water piping 5.00 LOT NO. SUBDIVISION NAME PARCEL.MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE Building sewer 5.00 Mobile Home S I G I W 10.00 e SF ❑ Duplex ❑ Mobi lehome ❑ Other J SPECIFY TYPE OF WORK Permit Fee $ New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other EV_ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Describe work: — SrA re � 1� I I / Main service 00v OR LESS 1 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONS / DWELLING OCCUP.& OR ADDNS.T. ( ACC. BLDGS. t 2h2sq ft CONTRACTORS LICENSE LAW I declare under pen t of perjury (check one): F -1I am licensed under provisions of Chapt. 9, Div. 3 of the Business Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered NEW CONSTR MULTI-OUTET NON-RESID BRANCH CIRLCU, TS 2.50 ea NEW CONSTR. /POWER APPARATUS &) NON-RESID. \SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES SA ®g oQ and Professions FIXED APPLNS. OR EX. OCCUp. OUTLETS (RESID,) EAJ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 for sale. (Sec. 7044) Misc. Wiring 15.00 ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code Permit Fee $ Contractor for this reason MECHANICAL PERMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE Heating I declare unde penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. Cooling I have placed on file with the County of ,Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. Hood 3.00 Ventilation ❑ I shall not employ any.person in any manner so as to become subject to the W. C. laws of California' . ': Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such Permit Fee $ Contractor provisions or this permit shall be deemed revoked. 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating Mobile Home Installation Fee $ to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. TOTAL PERMIT FEE $ 42- DD 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 OCCUP. GROUP I TYPE OF CONST. PARCEL PD HD I ISSUE st s 'd County in consequence of the granting of this permit. This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do X —3 Date T� of Applicant — Owner Contractor E] Agent ❑ at FA work indicate above for which fees have been paid. An O permit is required for excavations over 5'0" deep and demolition or construct- DI O F PUBLIC WORKS ion of structuresover3 storiesinheight. BY PERMIT EXPIRES Dat �� p� Date Receipt No. _s {2 S�® WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT to 910:0910,01006 4 VO Via tft� f £86L 8 t srnorn �C1end d0 303 sone 3o "I noo COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA. 95965 Phone: 916-534-4541 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your nameand bearing your signature. Please complete and return this information in the envelope provided at your earliest opportunity to avoid unnecessary delay in processing and issuing your build- ing 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) ` e 2. I (have/have not) signed an application for a building permit for the proposed work. 3. I have contracted.with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors 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 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 S igned : Property Owner Social Securit umber Date 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. 1. COUNTY OF BUT�OEPARTMENT OF PUBLIC WORKS PERMIT No. 7 County Center Drivif- Oroville, California 95965 - Telephone 916/53 41/ 9 ` APPLICATION AND PERMIT I. cv r ASSES OR P'AR CEL NUMBER _ _ ZONING BUILDING PERMIT NER TELEPHONE SQ. FT. OCC.1 BUILDING VALUATION 'S MAILING AD RESS O TRACTOR'S NAME T LEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOW Total Valuation Is Filing Fee I I I$ LENDER'S MAILING ADDRESS _ Permit Fee ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Penalty ARCHITECT OR ENGINEER'S MAILING ADDRESS i Permittee M-00 $ , OO $ $ $ � B L ING A _9HS PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Repair drainage or vent piping 5.00 Water piping LOT NO. SUBDIVISION NAME ]PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets USE OF STRUCTUZ4V,� SF ❑ Duplex❑ Mobilehome❑ Other(p�� EC Building sewer Lawn sprinkler system 5.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other Des/cripe work: f 71 Z� .4 ��_J f!� r /_ -7 9 P rmit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service OR LESS 100 100 AMP OR LESS 5.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. ( DWELLING OCCUP.0i) OR ADDNS. ACC. SLOGS. 2� sq ft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check One): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, 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 contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTF TI.OUTLET 2,50 ea NON-RESID BRANCH CIRCUITS) NEW CONSTPOWER APPARATUS S NON.RESIRD. (SINGLE OUTLET CIR. ExSO @ 29¢ . Occup(OUTLETS OR FIXTURES BAL.@1OP Ex. Occup.(OUT ETS PRESID.)FIXED APLNS REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 Permit Fee $ Contractor MECHANICAL PERMIT FiIingFee 10.00 ORKMEN'S COMPENSATION INSURANCE I declare unde enalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. -41MLL I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. iC,71 I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 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 County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot 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 al iabilities, judgments, costs, and expenses which may in any way accrue in said County in consequence of the granting of this permit. X Date /2— 7r� - ature of Applicant — Owner ®' Contractor ❑ Agent ❑ OSHA permit is required for excavations over 5'0" deep and demolition or construct -RECTOR 'on of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ OD ..000P. GROUP I TYPE OF CONST, PARCEL PD HD ssuE fhis permit is hereby issued under cions of the Butte County Code and/or N indicate above for which PUBLIC '�3hw �i�t/+� PERMIT EXPIRES Date 5 the applicable provi- resolutions to do fees have been paid. WORKS Date — d — Receipt No. 4.1 WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - Department of Public•Works 7 County Center Drive, Oroville, CA. 95965 Phone: 916-534-4541 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information in the envelope provided at your earliest opportunity to avoid unnecessary delay in processing and issuing your build- ing 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 of no) 4. 2. I (have/have not) �.�UF signed an application for a building permit.for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and -provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone 'Type of Work Signed: Property Owner Social Securi number - - Date — — 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. James Me Bremner Box, 106 Ord Ferry Stage Chico, CA 95926 LAND OF NATURAL WEALTH AND BEAUTY DEPARTMENT OF PUBLIC WORKS CLAY CASTLEBERRY, Director 7 COUNTY CENTER DRIVE, OROVILLE, CALIFORNIA 95965 Teleohone: (916) 534--4541 H. W. McDONALD Deputy Director Dec. 179 1981 RE: Building Permit No. 2201-79 restore). Expired 5/8/80 (A. P. N39-03-14 ) With reference to the above subject, our records indicate that your building permit has expired. Building: permits are valid for one year and should construction not be completed at the expiration date of the permit, the permit shall be renewed for 1/2 the original fee. Kindly contact this offi.ce.withi_n ten (10) days to renew your permit. Should our records be in error or should your construction be completed, please advise this office immediately. Thank you in advance for your prompt attention c:onec--rning this matter. JFG:dd Attachments Yours very truly, Clay Castleberry Director of Public Works I'. Gnder Chief Building Inspector P.S. For your convenience, we are attaching a renewal application form which may be completed and signed by you where indicated and returned to this office together with the fee shown. Ule are also attaching an Owner -Builder information Sheet and an Owner -Builder Verification Forma Please complete the Owner -Builder Verification Form and return it with the renewal application and fees. cc: Building Inspector f Chico 1� COUNTY OF BUTTE . — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. XDate 4E— /e •— 79 TSignature of ermitee or Agent Receipt No. `� 3/4 White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant 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. DIRECTO PUBLIC WORKS BY Date- •_5—p�7s Building permit expires Date ::__6 — lyI� BUILDING Owner SQ. FT. OCC. BUILDING VALUATION Mailing Address RP ��CO 9s? Telepjo_e No. Contractor IQ.� Mailing Address Fireplace Total Valuation 1419 Z__> Telephone No. Permit Fee 64— Building Address it U Plan Checking Fee&/or Penalty Permit Fee . a QR IZERR-)T ' PLUMBING No.1 @ I FEE PERMIT FILING FEE $3.00 ..DO Each Trao -Q/ L 1.50 ,. O O Repair drainage or vent piping 1.50 It, (� A. P. No. o� �� /� being 8 Planning Water piping 1.50 Each gas water heater or vent 1.50, g 0 F s IT Fire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 EOA Parking Plans Parcel Declaration Parcel Map 60' R/W Improvem is Each additional outlet .30 Building sewer 5.00 0 Bldg. ans Recd Parcel Approval Plan/ppr0vaI Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ UTILITIES ❑ OTHERN Permit Fee. $ 14-00 $ _77701C ELECTRICAL No. @ FEE ��VSG Oa PERMIT FILING FEE $3.0000V OR L Main service 10000 AMP ORSLESS 5.00 Single Family Pf Duplex ❑ Mobil Home ❑ Others ❑ Main service EA. ADD'L 100 AMP 2.50 Main service OVER 25.00 100 AMPP OR LESS O Main service EA. ADD•L 100 AMP 1.00 NEW CONST. (( DW LL��{{J�yy..,,ppCCUP. 4 OR ADDNS. l A0'S. 20sq ft 24-00 CONTRACTORS LICENSE LAW • I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: NEW CONSTR. MULTI-OUTL T NON-RESID. BRANCH CIRCUITS/ 2.50ea NEW CONSTR. (POWER APPARATUS 8 NON-RESID. SINGLE OUTLET CIR. Ex. Occuo(OUTLETS OR FIXT11RES 5 L25 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 �� ACL 94� DI am exempt from the Contractors License Laws of the State of Cal ifomia. Permit Fee $ 1700 $_27108 WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. �1 certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 .G#7 Heating pZj D f / t Cooling Ventilation Hood 2.00 Permit Fee $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Land Development Fee $ TOTAL PERMIT FEE $ �� authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. XDate 4E— /e •— 79 TSignature of ermitee or Agent Receipt No. `� 3/4 White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant 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. DIRECTO PUBLIC WORKS BY Date- •_5—p�7s Building permit expires Date ::__6 — lyI� COUNTY -0-F BUTTE — DEPARTMENT OF PUBLIC WORKS — BUILDING DIVISION .4�z►y. ,, i{} 7 County Center Drive — 0roville, California 95965 — Telephone. 534-4541 ' PERMIT APPLICATION DATA SHEET f , Permit No. OWNER I/�7 MSS �I// g,,�i/l N i� A.P. No._;, "' e-,;) Proposed Building Use ..S/-• f Permit fee based upon: /-- Complete Contract Price DPW Valuation Other (explain) Building Inspector C_ _� Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted................................................................... 2. Plot plans in duplicate/triplicate............................................................... G---'" 3. Complete plans in duplicate/triplicate................................................... 4. Complete engineered plans and calcs..................................................... 5. Plans with Energy Design Compliance Statement ............................ 6. State Energy Forms No. .................... 7. Statement of Intent for Non -Heated & AC Buildings ................... 8. Fees of $.................................................. 9. Letter of signature authorization............................................................. 10. Sanitation approval from Health Dept.... 11. Planning approval for ............. 12. Certificate of Workmen's Compensation Insurance ........................ 13. Contractors License Information (no., name style, classification) ............................... 14. Improvements may be required. Contact Land Development Section of Dept. Public Works (see addressbelow)................................................................................................. 15. Pre -inspection for required. Pre-inspec. request to bldg.inspector (date) 16. Other When you issue the permit, process as follows: _Z,_ --*_` Mail to owner Mail to contractor. Telephone and hold for pick-up at office. Deliver w/inspection. Other I / Applicant Date Copy of plans sent Health Dept., I'/ Fire Dept., Other Dater During the plan checking process, the following data must be submitted prior to permit issuance: (For required items not checked above at time of auplication, circle item.) 1. Index permit for above Items No. 2. Additional items required: f ' (Contractor, Designer, Owner) was advised of above required data by Telephone Mail, .,r Other t By Date Plans checked by Date Plans approved by Date eS 7 OTHER: Mr. Bremner. - Box 106 Ord Ferry Chico, CA 95926 McCAIN ASSOCIATES (916) 891-1865 492 RIO LINDO AVENUE CHICO, CALIF. 95926 CONSULTING ENGINEERS SURVEYORS April 18, 1979 Stage Re: Visual Structural Check of two-story brick residence at above address. Dear Sir: On Friday, April 6, 197'9,.I made a visual observation of the structural adequacy of the old two-story unreinforced brick residence at the above address. I found the structure in general to be in fair condition with the following exceptions: _. 1. The two main bearing masonry walls in the interior of the house have settled considerably. I was not able to get under the house to determine the cause of the-settle- }� L ;_- � have 1#66-o _3 Cts i f b e' i�iCll'L., LUL i- will la,4v�... bL. stopped. It S not :easZL7t.. to raise these walls back to level, but they need to be repaired so that further settling will not occur. The foun- dation will probably have to be enlarged by excavating under the existing footing and placing a new concrete footing to shore up the existing one. The plaster should be removed from the walls to reveal any loose bricks and cracks which must be repaired, then the wall is to be replastered. 2. Many of the brick arches are loose or structurally unsound. These should be removed and replaced with new brick arches by a competent mason. 3. A portion of the wall on the north side of the hose is separating from the rest of the structure. This must be rebuilt to make it structurally sound. 4. Much of the roof has been leaking and has obviously destroyed the majority of the interior plaster which must be ;.moved and replaced w.it.h plaster. The wood frame ceilings may be replaced with gypsum board at owner's option. The roof framing must be inspected very thoroughly to be sure there is no dry rot present. If dry rot .is fou=nd, those members affected must be replaced. IFN Mr. Bremner Page 2 April 18, 1979 5. Much of the eave soffits.have rotted and been damaged by birds, etc. .These must.be repaired and any damaged structural members replaced. 6. The roof deck over the front porch is in very bad condition and before being reroofed, it should be checked by removing enough surface material to inspect the structural members to check the condition they are in. In closing,'I would note that in general, the brick work looked sound. The majority of the structural masonry walls can be repaired by repointing loose morter and replacing loose or missing bricks. I would suggest checking the underfloor condition of the structure to verify its soundness before starting any remodeling, however. If you have any further questions, please give me a call. JJJ:d Very truly yours, OCIATES . McCAINP.anuary James `ter ��,��� �.��- �� �r•%.��'�.� ��:.`l ���: ������% 6z - AA c COUNTY 3LJJLDING DEPARTMENT APPROVED --COUNTY OF BUTTE -,-DEPARTMENT OF PUBLIC WOR 7 County Center Drive, Oroville, CA. 959 /HONE: 916-534-4541 \I A-;,— e #1 �^ ty s --1 e - DATE— RE: ATERE: t - 7 S ( 1 L l.Z4-,_ With reference to the above subject: Attached is: Application for permit Building Plans Engr. Calcs Labor Code Information OTHER A. P. # - S- O _73 - y Mobilehome Utilities Installation Sheet Mobilehome Installation Information Sheet Typical Plan Sheet List of Codes Enforced We need the following information: Permit application signed and completed where indicated with.all copies returned. Fees of $ payable to.Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. . Contractors License Law information or check exemption statement. Letter authorizing signature of Complete plans in including plot plans. Plot plans in . Structural details in Complete plans in prepared by registered civil engineer or architect. Engr. calcs. sets of plans in accordance with the changes marked in red. Sanitation approval from Butte County Health Department at: 695 Oleander Ave., Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, Oroville, for Copy of recorded parcel declaration. .Recorded copy of deed showing OTHER W e- /tle_ / -V u ce ; d � .M 4- v -71_1e , . 02 /A— N .a /J o t Y ea b(/-{ W Z f d �4_ li Aa ✓4 7 7 o / —C -,(L' CL -.v -+1 AN V Lr v . ✓ ✓N E T J S .v 4 d cJ . 4-, _ .-v t ey t c cf -ice 4- 414,J d J-► L v N Should you have any questions concerning the above, please contact this office. Yours very truly, Clay Castleberry Director of Publi Works 1 � GIan er JFG:dd Chief Building Inspector James M. Bremner Box 106, Ord Ferry Stage Chico, CA. 95926 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA. 95965 PHONE: 916-534-4541 With reference to the above subject: Attached is: Application for permit Building Plans Engr. Calcs Labor Code Information OTHER / We need the following information: DATE April 23, 1979 RE: BUILDING PERMIT APPLICATION #2201-79 (Restore brick house) App- # 39-03-14 Mobilehome Utilities Installation Sheet Mobilehome Installation Information Sheet Typical Plan Sheet List of Codes Enforced Permit application signed and completed where indicated with all copies returned. Fees of $ payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractors License Law information or check exemption statement. Letter authorizing signature of Complete plans in including plot plans. Plot plans in Structural details in Complete plans in prepared by registered civil engineer or architect. Engr. calcs. sets of plans in accordance with the changes marked in red. Sanitation approval from Butte County Health Department at: 695 Oleander Ave., Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, Oroville, for Copy of recorded parcel declaration. .Recorded copy of deed showing OTHER We are in receipt of your floor plans and also, the report from James January. We need to know if your restoration includes all of the items in the January repo t. I assume it oes by the item numbers on the floor plans. In addition, we need to have a plan proposal on Items #1 & #3 and we must also review Items 5, and #6 once exposed. Should you have any questions concerning the above, please contact this office. Yours very truly, Clay Castleberry Director of Publi Works . Glan er JFG:dd VChief Building Inspector PERMIT APPLICATION WORK SHEET ` �-• Permit No. OWNER V9 A. P. No. 37- Zoni,ng Use Proposed Approved Not approved Permit fee based upon: 1. Complete contract price. 2. Partial contract price (explain). 3. DPW Valuation (show): At time of permit application, the applicant was advised'the following data or information must be submitted prior to permit processing and/or issuance: Date received 1. All items have been submitted. -------------------------- 2. Plot plans in duplicate/triplicate. --------------------- 3. Complete plans in duplicate/triplicate. ----------------- 4. Complete engineered plans and calcs.----------------- G-,- 5. Fees of $--------------- y`- 6. Letter of signature authorization. -------------- ------ 7. Sanitation approval. ------------------------ --------- 8. Planning approval for -- 9. Workmen's Compensation Insurance Certificate ----------- 10. Contractors license information. ------------------------ 11. Parcel declaration, recorded copy. ---------------------- 12. Access declaration. ------------------------------------- 13. Aunt Minnie information. -------------------------------- 14. Deed of access, recorded copy. -------------------------- 15. Deed of parcel creation, recorded copy. ----------------- 16. Parcel map, recording data. ----------------------------- 17. Pre -inspection request for -- 18. Improvements - plans required & DPW approval. ----------- 19. Other ------ - By Date Bldg. Inspector During plan checking process, the following data or information must be submitted prior to permit issuance: 1. Index permit for items above and in addition the following: 2. Applicant advised by Telephone Mail Other 3. Plans checked by Date 4. Plans approved by Date When permit is issued, process as follows: 1. Mail to owner. 2. Mail to contractor. 3. Deliver with inspection. 4. Telephone and hold for pickup @ office. 5. Other, Before permit issuance, all of the following items must be signed or marked NA: 1. Zoning use 2. Legal parcel 3. Envir.Health - Date Plans Sent A. Sanitation B. Restaurant C. Other 4. Public Works - Date Notice Sent A.. Street Imp. B. Drainage C. Permits & Fees D. Other 5. Planning f1. Use Permit B. Variance C. Other 6. Other Agencies - Date Plans Sent A. Fire Dept. B. Other 2-z off- 7 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, Califorpia.9596a - Telephone: 916.'538-7541 93-1096 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 039-490-006 ZONING A40 I BUILDING PERMIT OWNER JAMES BREMNER TELEPHONE so• FT, OCC. BUILDING VALUATION 540 C 7020 OWNER'S MAILING ADDRESS 9457 RIVER RD, CHICO 95928 CONTRACTOR'S NAME GUS GORE & SONS TELEPHONE 342-9258 CONTRACTOR'S MAILING ADDRESS PO BOX 360, DURHAM 95938 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ 2. ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 41.25 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 9457 RIVER RD,CHCIO Permit fee $ 138.75 PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAMEPARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF [I Duplex[] Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home I S I G JW I @ 15.00 TYPE OF WORK Newer Additionj Remodel❑ Utilities InstaliationC Other ❑ Describe work: COV PORCH _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 18.50 200A OR LESS _ Main service 20GATO 1000AI 37.50 CONTRACTORS LICENSE LAW I declar nder penalty of perjury (Check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license Is In full force and effect. License .Joh G S % Classification �?- �� 17I, as the owner, or my employees with wages as their sole compen- sation, 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 contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. / DWELLING OCCUP. g\ 3.6Q sq.ft. OR ADONS. \ ACC. BLDGS. / NEW CONSTR.ULT I -OUT LET NON-RESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS6) (SINGLE OUTLET CIR. 760 Ex. Occup our L ETS OR FIXTURES AO 460 FIXED APLNS. Ex. OCCUp. OUTLETS P(RESID )RFA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 9 15.00 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. L'J have placed on file with the County of Butte Building Department 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 W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Coolin 9 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 County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to sav indemnify and k p harmless the County of Butte against a xpenses which may in any way accrue all liabilities d enyi� ou i the granting of this permit. X Date V si nature A Iicant - 0 er 9 PP ❑ Contractor CI Agent ' An osH on of structures tover 3gstar , In he�ghtrlons over 5'0" deep and demolition or construct- Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST TYPE TOTAL F E $ 1 75 HAz DFEES IMP FLo CDF PARCELastzgainst �--� This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DI O UBLIC WORKS By D PERMIT EXPIRES 2 Receipt No. 140539 WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT TO: "� Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location Plan Approved for: Sewage Disposal Clearance for bedroom mobile home Hold final for: Final clearance O.K. for: NOTE L -i ironmental Health Specialist q 8/92 F.H. USI. ONLY Hot I'lan Attached Fluor Ph n Attached—�� Sent to B.U. AP# Water Supply: Public Private Well Other — c Gh-Q �c •1` Date yc .. COUNTY OFB�_J. TE_:yDEPARTMENTOFDEVELOPMENTSERVICES-BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATASHEET OWNER CeL M 12 G r A. .No. 03 � _ / 9 -00 b Proposed Building Use Ce v ,r Building Inspector Date Ygazel At time of permit application, I was advised the following data must be submitted prior to permit processing 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. ............................. . 12. California Department of Forestry plan approval/fees. ....................... . Flood elevation letter (100 year flood)11by California Engineer ................... 1. Sanitation -and plot plan approval n , b Health Department . ............ b 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). .. ....... ' Pre -Inspection request 20. Pre -inspection for required. . to Building Inspector (Date) Contractor's license information. (No., Name Style, Classification). ..... ..... . "`ICertificate of Workmans Compensation Insurance. J '0 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 t listi� T ......................... 33. le= n!A c ✓Q 10 ;1 Z �3 •34. When you issue the permit, process as follows: Mail to owner. Mail to contractor. _ Telephone �,v_7.AZ and hold for pickup at C. office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollutio Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted pr*or to per it 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 Co nter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail C unter 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 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, Califort-iia 95965 - Telephone: 916.538-7541 APPLICATION AND PERMIT PERMIT NO. 9==iE­y ASSESSO ,I PARCEL N MBER - 006 ZON IN40 BUILDING PERMIT DW rL /7 L TELE HONE SO. FT. OCC. BUILDING VALUATION (`/ OP4 M ILING DU�S� /�� ` C o VS 9C2 CON ACTOR'S AME ✓� TELEPHONE 3 - g I I ' CON A TOR'S M LNG ADD ESS k r Lti� Fireplace CONST UCTION LENDER UNKNOWN Total Valuation Is LENDER'S'MAI LING ADDRESS Filing Fee $ 15,00 Permit Fee $ ARCHI CTORENGINEER C� LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING A DRESS n `1 I j S� v P i P Permit fee $ / PLUMBING PERMIT Filing Fee 1 15.00 Each Trap 1 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF Q� Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home IS G W @ 15.00 TYPE OF WORK New❑ Addition® Remo/d�el❑ Utilit ❑ I stallation❑ Other❑ Describe work: ` l- b V © ►nom Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR 200A OR LESS 18.50 CONTRACTORS LICENSE LAW I declare under pea ty of perjury (check one): �l am licensed under provisions Of Chapt. 9, Div. 3 of the BUSIneSS and ProfessionsCo/,de and my license is in full force and effect. License No.%_ / 5.2 Classification Q -A I, as the owner, or my employees with wages as their sole compen- sation, 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 contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for h s reason Main service 200ATO1000AI 37.50 NEW CONST.( DWELLING OCCUP.�\ OR AODNS. AGC. BLDGS. // 3.63sq.ft. NEW CONSTR ULTI.OUTLET NON.RESID BRANCH CIRC ITS @ 5.00 (POWER APPARATUS 81 SINGLE OUTLET CIR. I Ex. Occup( OUTLETS OR FIXTURES 20 @ 76d FIXED Ex. Occup. OU LETS PALNS.IRESID IKEA.) I 3.00 Temporary service 1 15.00 Mobile Home Facilities 15.00 Misc. Wiring '15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare u penalty of perjury (check ones:_ ❑ T permit is for $100.00 (valuation) or less. have placed on file with the County of Butte Building Department 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 W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling Hood 6.50 I 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 County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot erty for inspection purposes. Butte to enterupon the ove-mentioned pEses I also agree to s , in mnify an keeprmless the County of Butte against all liabilit ludgm ts, costs nd which may in any way accrue said Coun In ns nce a granting of this permit. Date _1,9 Signature a:f Applicant — 0wne ,_, Contractor [ Agent An OS permit is required for excavations over 5'U" deep and demolition or construct- ion of truAures over 3iarari°,[i'n h°'qt,r• Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST TYPE TOTAL FEE $ / O. HAz I DFEESIMP I I FX COF I PARCEL IPD HD I ISSUE i This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date applicable provi- resolutions to do i have been paid. I WORKS Date i Receipt No. / ! OJ (� I NNITE-O.P.W.. YELLOW-ASSF330n. PINK -INSPECTOR, GOLDENROD -APPLICANT �,rotymentol Ap, ' 1 It I ' I • ( j ; rr , 1 , I { i FLOOD PLAIN DECLARATION I declare the actual value of the proposed construction work under build- ing permit application at y SP1 V cf? /-QA0 Ci4>CCfi Af o does not equal or exceed the definition of "Substantial Improvement."* I am aware the building site is in a flood -plain area, even though I am not required to comply with,the flood plain management criteria. PROPERTY OWNERI�e ADDRESS PHONE NO. 5 - 37 -7 DATE *Substantial improvement is defined as'follows: Any repair, reconstruc- tion, or improvement of a structure, the cost of which equals or exceeds 507 of the market value of the structure either, (a) before the improvement or repair is started, or (b) if the structure has been damaged, and is being restored, before the damage occurred. NOTE:- Documentation may be required to substantiate costs. :r Mir ,Suite Count LAND OF NATUP.AL W E A L T H AND BEAUTY { — DEPARTMENT OF PUBLIC WORKS — WILLIAM (Bill) CHEFF, Director 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 Telephone: (916) 538-7681 April 22, 1991 RONALD D. McELROY Deputy Director . Bremner Farms, a Partnership RE: AP 39-49-1 and 2 (Ptn.) 9457 River Road CERTIFICATE OF COMPLIANCE Dayton, CA 95938 Dear Gentlemen: Enclosed please find the Certificate of Compliance which was recorded by the Butte County Department of Public Works in the office of the Butte County Recorder on April 11, 1991. The Recorder's Serial Number is: 91-14024. If you have any questions regarding this matter, please contact this office. JM/ds attachment cc: Building Department Environmental Health Department Rolls, Anderson and Rolls J# Very truly yours, William Cheff Director of Public Works Jn Mendonsa Assistant Director ' -'.fit. �r': •. �. .• .. D;... ..wws.wwes�•m.-•�-.•--._......_•�;�.+rr••v:+�.:-:�...%.ti..<..., �----'kms-.�...�:tr...�.� --—........-_...�.vaA.,c r�w��...�'� ,.f._N..y_.___��.._.-_ — - ._.- r; RETURN TO: Public Works Land Development Section 4U24 91-014424 Total .00 Recorded Official Records County of Butte Candace J. Grubbs Recorder JJ 1 8:02am 11 -Apr -91 CERTIFICATE OF COMPLIANCE Issued to: Bremner,Farms, a Partnership 9457 River Road Dayton, CA 95938 This Certificate of Compliance is hereby issued by the County of Butte to certify that the land division which created the parcel of property identified below complies with the applicable provisions of the Subdivision Map Act and of Chapter 20 of the Butte County Code. 1. Property location: on the west side of River Road approx. 1.3 miles north of Ord Ferry Road. Dayton area. 2. Assessor's Parcel Number: AP 39-49-1 and 2 (ptn.) Description : All that certain property located in the County of Butte, State of California, more particularly described as follows: ALL THAT PORTION OF THE SOUTH HALF OF THE RANCHO DE FARWELL, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT WHICH LIES ON THE NORTH AND SOUTH CENTERLINE OF SECTION 23, TOWNSHIP 21 NORTH, RANGE--1­--WEST, M.D.B. & M., DISTANT SOUTH 00 DEG. 41'•30" EAST, 2118.00 FEET AND SOUTH 00 DEG. 42' EAST, 4766.04 FEET FROM WHERE SAID CENTERLINE OF SECTION 23 INTERSECTS THE LINE DIVIDING THE NORTH HALF FROM THE SOUTH HALF OF THE RANCHO DE FARWELL AS ESTABLISHED BY THE DECREE OF THE SUPERIOR COURT OF BUTTE COUNTY, CALIFORNIA, NOVEMBER 21, 1925, IN THAT CERTAIN ACTION WHEREIN JAMES D. PHELAN, MARY.LOUISE PHELAN, ALICE PHELAN-SULLIVAN CORPORATION, A CORPORATION WERE PLAINTIFFS AND P.C. DRESCHER AND C.F. DILMAN WERE DEFENDANTS, BEING CASE NO.! 11074 THEREIN; THENCE FROM SAID POINT OF BEGINNING, NORTH 86 DEG., 55' 40" WEST, 229.83 FEET; THENCE NORTH 64 DEG. 12' 30" WEST, 284.62 FEET; THENCE SOUTH 74 DEG. 45' WEST, 812.49 FEET; THENCE SOUTH 8 DEG. 36' EAST, 268.03 FEET TO A POINT IN THE SOUTHERLY LINE OF THE EVERETT S. BALLARD PROPERTY; THENCE SOUTH 80 DEG. 54' 30" EAST, 1251.90 FEET ALONG SAID SOUTHERLY LINE OF THE EVERETT S. BALLARD PROPERTY TO A POINT IN SAID CENTERLINE OF SECTION 23; THENCE NORTH 00 DEG. 42' WEST, 540.43 FEET ALONG SAID CENTERLINE OF SECTION 23 TO THE POINT OF BEGINNING. Issunnce of this Certificate is conditional upon the following conditions which have been imposed pursuant to the Butte County Code Chapter 20-166 and Government Code, Section 66499.35 (b), to protect the public health and public safety: NONE County of Butte Subdivision Violation Committee END OF DOCUMENT fr'_""•" t Bremner Farms, a Partnership 9457 River Road Dayton, CA 95938 Gentlemen: L A N D OF NATURAL W E A L T H A N D B E A U T Y DEPARTMENT OF PUBLIC WORKS WILLIAM (Bill) CHEFF, Director 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 Telephone: (916) 538-7681 February 27, 1991 RONALD D. McELROY Deputy Director RE:39=4912-01_ptn._&'02 ptn. APP. FOR DETERMINATION At the regular meeting of the Butte County Subdivision Violation Committee meeting held on February 27, 1991, the committee granted a conditional Certificate of Compliance for the above -referenced property. The conditio'n's --are: Planning Dept. condition: 1. Meet the requirements of Chapter 24 of the Zoning Code -at the time the parcel was created. Health Dept. conditions: 2. Provide satisfactory evidence that a suitable site for the installation and replaceemnt of a sewage disposal system for a single family residence exists on the property. 3. Provide satisfactory evidence that adequate quantities of potable water for a single family residence is available to the property. There is a fifteen -day appeal period before this Certificate can be recorded unless you sign and return the enclosed waiver waiving your right to appeal the committee's decision. If.the conditions are prior to the end of the appeal period a "clean" certificate with no conditions will be issued. If you have any questions regarding this matter, please contact this office. JM/ds cc Rolls, Anderson and Rolls Planning Department Environmental Health Department 4OWBuilding Department4mmomm& Very truly yours, William Chef f Director of Public Works Jopi Mendonsa Assistant Director r� v 97 He�05 ,7 ; 2118.00 SOUTH 8 4766.00 FROM t SEC 23 INTERSECT N 1/2 FROM S 1/2 RANCHO DE rAREWEL L • �a J i ENTIAL 93_1096 B \ 03'-49 0 • BREMNER, JAMES c 9457 RIVER RD, CHICO CONTR: GUS GORE, COV PORCH/SF 5-- / �— l r` �P{ JOB FINALED (Date) Signature 1 V=OK O = Not OK -=Not fReadcabie MOBILE HOMES =Not Ready - Date/Initials MOBILE HOME UTILITIES (Plans) OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Teat -Easement Needed (Sketch) 5. Electricity; Location-Clearences-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 #'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 -Fell -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 DECJK COVERS CARPORTS GARAGES Plans OK except #'a . Z 'ng Requirements -Setbacks -Easements . 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. Carpor , Windows -Doors 7. EI ric rmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Si ng; Nailing -Veneer -Stucco -Mash 1 oof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 3Zs w 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 -Pane lboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test rj V=OK O = Not OK Not Applicable RESIDENTIAL = Not Ready Date/Initials UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Fig., Main; Soils-Elec. Grnd.-/ P' Ftg. Depth 3. Fig., Garage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth 4. Fig., Porches & Decks; Soils -Steel-/ /Fig. Depth 5. Stemwalls, Main; Steel -Bloc kouts-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 -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -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-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. 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 #'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 Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing Single & Duplex) Date/Initials FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin-roof Brec-Truss-Shthng.-Ring. 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 -Wells -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 -Meth. 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 -Drainage & 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; 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: �.� 1101 COUNTY OF BUTTE - DEPARTMENT: OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916 '538-7541 APPLICATION AND PERMIT PERMIT NO. 93-1096 ASS SSOR PARCEL NUMBER 39-490-006 7 ZONING A40 BUILDING PERMIT OWNER JAMES BRE MER TELEPHONE SO. FT. OCC. BUILDING VALUATION S40 C 7020 OWNER'S MAILING ADDRESS 9457 LIVER RD, CHICO 95928 CONTRACTOR'S NAME TELEPHONE -? GUS GORE & SONS : 2-0258 CONTRACTOR'S MAILING ADDRESS PO BOX 360, DURHAM 95938 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 41.25 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 9457 RIVER RD,CHCIO Permit fee $ 1 5 PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF [1: Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New,_, Addition jL Remodel(_; Utilities❑ Installation[ Other ❑ Describe work: COV PORCH _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 60ovORLESS 18.50 200A OR LESS _ Main service 20GA TO 1000A) 37.50 CONTRACTORS LICENSE LAW I declare.under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License ,JO^!r _ Classification �- ,, ❑ I, as the owner, or my employees with wages as their sole compen- sation, 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 contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST, DWELLING OCCUP,✓f 3.64sq.ft. OR AODNS. ( ACC. BLOGS. ) NEW CONSTFLMULTI-OUTLET NON-RESID BRANCH CIRCUITS ` 5.00 POWER APPARATUS &) (SINGLE OUTLET CIR. ) Ex. Occup( OUTLETS OR FIXTURES 20 76x1 Ex. Occup. OUT ETS (_RESID )RE A.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ?I have placed on file with the County of Butte Building Department 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 W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 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 County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot 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, cost andyexpenses which may in any way accrue X aVnst--said Cotsconseience;t�the granting of this permit. Date �•. _� 1�� Signature of Applicant — Owner ❑ Contractor ❑ Agent An OSHA permit is requiredrfor excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ OCC CONST TYPE TOTAL FEE $ 138 75 HAz 11 FEES IMP FL�g tT CDF PARCEL ^--- P Ho, IVf This permit is hereby issued under the applicable provi- Bions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF -PUBLIC WORKS ,,,�� By A� /�.f 1 r .� Date :7.+'�/i� PERMIT EXPIRES Date—" r'"// /Ci GI - 140539 Receipt No. WHITE -a. P. W., YELLOW-A55[SSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT I 9a7- 9y James M. Bremmer Box 106 Ord Ferry Stage Chico, CA 95926 Dear Mr. Bremmer: DEPARTMENT OF PUBLIC WORKS BEAUTY 7 COUNTY CENTER DRIVE, OROVILLE, CALIFORNIA 95965 Telephone: (916) 534-4541 WILLIAM (.II) CHEFF tirector February 13, 1985 RE: Building Permit No. 2201-79 Expires - 5/8/85 (A.P. No. 39-03-14 ) With reference to the above subject, our records indicate that your Building Permit will expire on the above date. Building permits are valid for one year and should construction be started but not completed by the expiration date of the permit, the permit shall be renewed for 1/2 the original Building Permit Fee (plus a $10.00 "Filing Fee"). The renewal permit will extend the Building Permit for an additional year from the original expiration date. Should you not renew your permit in a timely manner, it cannot be renewed and all work must cease until a new building permit is issued. If your construction is completed or should you have any question concerning this matter, please contact the Ch ico office. For your convenience, we are enclosing a renewal application form and an owner - builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. Thank you for your prompt attention concerning this matter. JFG:aj Attachments: Permit Application Ocaner-Builder Information Owner -Builder Verification cc: Building Inspector - Chico Chico - 196 Memorial Way/891-2751 Yours very truly, William Cheff Director'of Public Works 5,F. Glander Chief Building Inspector Paradise - 747 Elliott Rd/872-2961, Ext. 57 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California'95965 - Telephone 916/534-4541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER -_ � �� _ . �• � ZONING BUILDING PERMIT OWNER TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS _. CONTRACTOR'S NAME - , TELEPHONE- CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation y .per Filing Fee `''� $ 10.00 LENDER'S MAILING ADDRESS Permit Fee i {._ r $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ :�� �' •L�--- BUILDING ADDRESS PLUMBING PERMIT Filing Fee 10.00 t Each Trap 2.00 Solar Water Heater 20.00 Water piping 5.00 LOT NO. SUBDIVISION NAME - PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SF [:1Duplex❑ Mobilehome❑ l Other �� " `J ' SPECIFY Building sewer 5.00 Mobile Home S G W 110.00 e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: 1 `7� - t l eki �-•( _ ) `-Main Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONST. DWELLING OCCUP.& OR AD NS. ACC. SLOGS. 21/20sq ft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and m license is in full force and effect. Y License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, 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 contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR ULTI-OUTLET NON-RESID BRANCH CIRC ITS 2.50 ea NEW CONSTR. (POWER APPARATUS &) NON-RESID. SINGLE OUTLET CIR. 1 Ex. Occu 20e50a P�o OR FIXTURES 9ALO 30 FIXED A Ex. Occup. OUTLETS P(RESID.)LNS REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department 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 W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shal I be deemed revoked. Heating Cooling Hood 3.00 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 County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot 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 granting of this permit. %� Date Signature of Applicant — Owner❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE //, $- – OCCUP. GROUP I TYPE OF CONST. PARCEL PD No ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC BY PERMIT EXPIRES Date " the applicable provi- resolutions to do fees have been paid. WORKS Date r Receipt No. ,ri .4 �% WHITE-D.P.W., YELLOW -ASST 550 R, PINK -INSPECTOR, GOLDENROD -APPLICANT, a * s COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS PERMIT -NO. 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER -a3•- 14 ZONING BUILDING PERMIT 1OWNER TELEPHONE 1,"rl.ee, M. bleml11eri- SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS CONTRACTOR'S NAME . TELEPHONE CONTRACTOR'S MAILING ADDRESS ^' "- A`� �I �I kJ_ Fireplace CONSTRUCTION LENDER UNKNOWN LENDER'S MAILING ADDRESS Total Valuation $ Filing Fee _ Permit Fee [ ►/7 r , $ 10.00 $ Z 0(] ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ I i 7',--' ARCHITECT OR ENGINEER's MAILING ADDRESS Penalty Permit fee $ $ -.42- -ty BUILDING ADDRESS( r.. K_J0_—e t )< r . .� T E i=. �e) (_ PLUMBING PERMIT Filin9Fee 10.00 I f -�� t'tt� f' .0 r • k-- i'r ►� r Each Trap 2.00 Solar Water Heater 20.00 �{ LtGIJ Water piping 5.00 LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE jr SF ❑ Duplex ❑ Mobi lehome ❑ Other f -+,' Building sewer 5.00 Mobile Home ISI GJWJ 10.00 e SPECIFY TYPE OF WORK Permit Fee $ New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other Contractor ELECTRICAL PERMIT Filing Fee 10.00 Describe work: — . -7 r I., Main service 100 AMP ESS 10.00�;:e f LY.2 Main service EA. ADD'L too AMP 2.50 NEW OR ADDNST ( DACCLBLDGS.CCUP.&I 21/20sq ft -. CONTRACTOR LENS I declare under penalty of perjury (Check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Bus Iness and Professions Code and my license is in full force and effect. License No. Classification NEWCONSTR ULTI-OUTLET 2,50 ea NON •RESID. BRANCH CIRC ITS NEW CONSTR. ( POWER APPARATUS &) NON.RESI D. SINGLE OUTLET CIR. Ex. OCCup(OUTLETS OR FIXTURES BA5 Q FIXED APPLNS. OR EX. OCCUp. OUTLETS (RESID,) EA.) 2.00 Temporary service 10.00 [L] I, as the owner, or my employees with wages as their sole compen- Mobile Home Facilities 15.00 sation, 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 contract- Misc. Wiring 15.00 ors. (Sec. 7044) Permit Fee $ ❑ I am exempt under Sec. _, Business and Professions Code Contractor for this reason MECHANICAL PERMIT FiIingFee 10.00 `WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): Heating ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department ' a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self-liiV&e. Cooling Hood 3.00 Ventilation ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such Permit Fee $ Contractor provisions or this permit shall be deemed revoked. 1 certify that I have read this application and state that the above information Mobile Home Installation Fee $ is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyof Butte to enter upon the above-mentioned property for inspection purposes. TOTAL PERMIT FEE $ 4Z •ao 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 OCCUP. GROUP I TYPE OF CONST, PARCEL PD HD I ISSUE against said County in consequence of the granting of this permit. This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicate dbove for which fees have been paid. (DIRECTOR OF PUBLIC WORKS ,(+'' ?? 3y(2 JJ Date �! I sl ,-, PERMIT EXPIRES Date X Date Signature of Applicant — Owner Q Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. .-y // Receipt No. / (0 �� WHITE-D.P.W., YELLOW -ASSESSOR. PINK -INSPECTOR, GOLDENROD -APPLICANT, r, q =0M COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS ''. 7 County Center Drive - Oroville, California 95965 - Telephone 916/514-4541 1• APPLICATION AND PERMIT `/ PERMIT NO. ASSESSOR PARCEL NUMBER _�,Gi _ n ' LlBUILDING ZONING PERMIT OWNER - TELEPHONE SQ. FT. OCC.' I BUILDING VALUATION OWNER'S MAILING ADDRESS _.+,}n - //, CONTRACTOR'S NAME r ( � � } . i .: 1 (J TELEPHONE %� ►mss 1' L.� /.t.a.r� . CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is Filing Fee ) ) l $ 10,00 LENDER'S MAILING ADDRESS Permit Fee v'l 2- 0Z 1 $ `l r OV ARCHITECT OR ENGINEERLICENSE R NO. Plan Checking Flee C, $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING ADDRESS ��pp . ) b e, Y v / / � /� ) 01 PLUMBING PERMIT Filing Fee 10.00 f r ZT=FRepair Each Trap 2.00 drainage or vent piping 5.00 Water piping LOT NO. SUBDIVISION NAMEPARCEL MAP Each qas water heater or vent 5,00 Gas piping system 1 - 5 outlets USE OF STRUCTURE�j SF [:1Duplex❑ Mobilehome❑ Other ..Ai '1W /I f1/>r SPECIFY Building sewer Lawn sprinkler system 5.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ©^`'Contractor Describe work: r r / /1_ �. tr 1f �` 17i�j ,, 9 Permit Fee $ ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 5.00 + Main service EA. ADD'L 100 AMP 2.50 NEW CONST. ( DWELLING OCCUP.5) OR ADDNS, ACC, BLDGS. 22 sq ft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ElI am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, 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 contract- ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR. U TI.OUTLET NON-RESID BRANCH CIRCUITS 2.50 ea NEWCONSTR. POWER APPARATUS &% NON -RESID. (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 80 @ 250 BAL@IOC Ex. Occup. (o UTLETS FIXED P(RESID )REA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee- 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. /i y® I have placed on file with the County of Butte Building Department �& a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. It1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation permit Fee S Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and 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 granting of this permit. X - -,� -- Date - - - Signature Df Applicant — Owner ❑' Contractor ❑ Agent ❑ An.'OSHA permit is required for excavations over 5'0" deep and demolition or construct-/, ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ -7 V Oo occuP. GROUP I TYPE OF CONST. 7 PARCEL I PD ND ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which fees 1DIRECTOR OF PUBLIC ri -Date��_r PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS r S1 a 1 �1•'- or Receipt NO. SD !� 1�q WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT Owner Mailing Address Telephone No. Contractor _ BUILDING SQ.FT. OCC. BUILDING VALUATION Mailing Address Fireplace Total Valuation / + _t , 0 Telephone No. Permit Fee r Building Address �J�� rf,��;-� 1 �� Plan Checking Fee&/or Penalty 1 Permit Fee J - , PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 Each Trao : ' r ry 1.50 r� Repair drainage or vent piping 1.50 A. P. No. _ J Zoning & Planning Water piping 1.50 Each gas water heater or vent 1.50 Fees W.C', _ Sanitation•• , Fire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 EQA Parking Plans Parcel Declaration Parcel Map 60' R/W Improvements Each additional outlet .30 Building sewer 5.00 _ Bldg. Plans ec'd LI Parcel Approval Plans'ApP val Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER C Permit Fee $ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service 600V OR 100 AMP ORSLESS 5.00 Single Family ❑ Duplex ❑ Mobil Home ❑ Others ❑ Main service EA. ADD'L 100 AMP 2.50 Main service OVER 600 25.00 100 AMP OR LESS Main service EA. ADD•L 100 AMP 1.00 NEW CONST. ( DWELLING OR ADDNS. ACC.'BL GS.CCUP. 4) 20 Sq ft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: NEW RESID,CONST/BRANCHCIRMULTI-OUTLET NON -REBID `BRANCH CIRCUITS) 2.50ea NEW CONSTR POWER APPARATUS & NON-RESID. SINGLE OUTLET CIR. Ex. OCCUO(OUTLETs OR FIXT(IRES) g L 101 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID•) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of Cali fomia. Permit Fee MECHANICAL No. @ FEE WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. '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 Workmen's Compensation Laws of California. PERMIT FILING FEE $3.00 Heating �,'/ ; I ).;� fir! - _ 4%1 Cooling —, -f Ventilation Hood 1 1 2.00 $ • Permit Fee $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and 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. X Date Signature of Permitee or Agent -, - Land Development Fee $ TOTAL PERMIT FEE S ' 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 Date Receipt No. , White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant Building, permit expires Date .. 9 4.— c, PERMIT NO. PERMIT EX IRES '/ �/ OWNER James M: Bremner CONTR. owner 3 7 7 1 LOCATION (A.P. 39-03-14 3 q -530 -11 W t4 ) W/S River Rd., 1 mi.N.of ord Ferry Rd.,app. i ,22 mi.S.of Chico River Rd., Chico 3--v'v -q. � s i i I • !I I f . b I Temp. Power Pole ' Called PG&E T_e_m-p. Elea Serv. " Called PG&E Temp. Gas Serv. Called PG&E JOB FINALED (Date) (Signature) x PERMIT NO. PERMIT EX IRES '/ �/ OWNER James M: Bremner CONTR. owner 3 7 7 1 LOCATION (A.P. 39-03-14 3 q -530 -11 W t4 ) W/S River Rd., 1 mi.N.of ord Ferry Rd.,app. i ,22 mi.S.of Chico River Rd., Chico 3--v'v -q. � s i i I • !I I f . b I Temp. Power Pole ' Called PG&E T_e_m-p. Elea Serv. " Called PG&E Temp. Gas Serv. Called PG&E JOB FINALED (Date) (Signature) �- 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 ?)P, q, C0)- iq 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. C a RRil,rr WI ritI'y AVS D2 O(3ow CoMj'JLIt' Date —)-I 1- 13 Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE T)tZ �L M N Qi. I -19 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. f�-I A \r) C cLry, \-T Ta C a,M f I %;L T K, c� 2 FIN�� \jAr4 N\45 . Date % _� -� �� Inspector ��ry REV 10/92 • T' COUNTY OF BUTTE • _ i DEPARTMENT OF PUBLIC WO 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE BUILDING OR PROPERTY ADDRESS A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, 'please contact this office immediately. Inspector / / Date INKLE RS Test Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts �UNTY OF BUTTE — DEPAOTMENT'OF PUBLIC WORKS tr Ventilation Permanent r 4 Final Final MOBILEHOME UTILITIES ------------------ Elec. Service Elec. Pedestal Water Piping BUILDING INSPECTION RECORD Gas Piping — BI E OME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS /,o,zCje-floj��v ®/Z" G s s" Z,L79 BUILDING BUILDING (Cont'd) ; PLUMBING Setback Firewall Soil Pipin i- Forms Parapets 1st Floor 1 Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwall Siding To out Slab Roof Sheathing - /7 Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Garage Vents Water Htr. StemwaI I Insulation' Heaters Slab Prov. for physically Appliances Carport handicapped Conformance of ex. Gas Piping &Test Footings structure Temp. Gas Slab Final Sanitation . Patio FIREPLACE Final Footings Footing I ELECTRICAL INKLE RS Test Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final MOBILEHOME UTILITIES ------------------ Elec. Service Elec. Pedestal Water Piping Sewer Gas Piping — BI E OME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS /,o,zCje-floj��v ®/Z" G s s" Z,L79 (NOTE: An entry must be made on this form each time you visit the job site.) s 44 t �C�� %P�i�.w•P� W i I -e- kl-, c4,1 -AJ NaiE:-,A11 Materials & Workma hi l Be in Pr SctlI and Accordance with Recognized 'Good f a quality prescribed for the Specifie ' -use-in_the ° 9 Plumbing & IVlachanica Codes and Uniform Building, u the National Hectrical Codeo n I . This set of plans and specifications MUSI ba kept on the job at all times and it is unlawful to make any changes or alterations on same wit bui—`�-` written permisson from the Depart ent-of -PUblic + ----- W*rks, County. of .4u"O - Y | ^ ^ | | � / )----- f-----' - - --- -- + --- - - - - -- -- --� 67 4 . " Jim Bremner 9457 River Rd. Chico, CA 95928 Southeast corner of Parcel Number 039-490-006-00 Butler Building 30' 70'x 50' Ag Building 0' x 52' 25' roposed Building 120'x 60' GRAVEL ROAD 10'-8" I S -4r ' 170, QPOFESSION4` D06 Fy co C9 No. m C42028 Exp 3/31/08 OF CALF CMI- ?�P OCT 0 5 2006 0 C� LU Control Joint 24'-8" 40'-8" 10'-8" 8'-8" 30'-0" Control Joints 28'-0" 54'-8" .IV— 4" 22'-0" 10'-0" 4'-8" —t 10'-0" 40'-8" 10'-8" Control Joint 4 , 4'-8" 19'-4" 10'-0" r .. � .».�� - - w. ,_,a:�.. ,. ,..,..�...R..,�,�x.��.� I