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027-090-029
27-09-29 _ DON C. JOHNSON 2950 Louis Ave., Palermo contr:Assured Quality.Const.,Oro- Permit #5793-75B(repair EV damagm f fl td JOHNSON, Don C. 120-66B 71 'f*5793-75B 37-67P- 72-66P I 95-66E reroo , a concrete wor n '0 2950 Louis Avanue, Palermo ext. stucco/SF) a I CONTR Sequoia Construction Co., Oroville (new single family) / -1-"2 -6 7 27-09-29 (*EQ Damage/sf -CONT : Assu ed Quality,Constr. %Contr : Mike Hur<: t Elec y��% f g ` Co., Oroville) l I P14 1 11 CPO 7 Permit 2491-88E(new ele ser) - - - 027-09-0-029 99-0517. B,E JOHNSON, Don 2950 Louis Ave, Oroville (new PX -ie detached garage 027-090-029 04-1359 JOHNSON 2950 LOUIS AVE, PALERMO Cont: GEORGE ROOFING REROOF 027-090-029 05-0152 JOHNSON, DON 2950 LOUIS AVE, OROVILLE CONT: SUN POWER GROUND MOUNT SOLAR rAG Fina1 it -25p 5-1842 027-090-029 SCELLANEOUS Ag Exempt EXEMPT PERMIT -20X30 OLIVE & 2950 LOUIS AVE JOHNSON DON C REVOCA, ME BUTTE COUNTY INTERDEPARTMENTAL CORRESPONDENCE DELIVER TO LAST PERSON NAMED ,ATE NAME DEPT. DATE NAME DEPT. BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES AGRICULTURAL BUILDING EXEMPTION PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 2950 LOUIS AVE Owner: Permit No: B07-1842 APN: 027-090-029 JOHNSON DON C REVOCA-, Issued Date: 09/20/2007 By KCG Permit type: MISCELLANEOUS 2950 LOUIS AVE Subtype: Ag Exempt OROVILLE, CA 95966 Expiration Date: 09/19/2008 Description: AG EXEMPT PERMIT -20X30 DLIV. (530) 534-1615 Occupancy: Zoning: A5 Contractor Applicant: Square Footage: JOHNSON DON C REVOCA, JOHNSON DON C REVOCA, Building Garage Remdl/Addn 2950 LOUIS AVE 2950 LOUIS AVE OROVILLE, CA 95966 OROVILLE, CA 95966 Other Porch/Patio Total (530) 534-1615 (530) 534-1615 FEE INFORMATION DBEH Building Review Fee $75.70 DBOMSCF Ag Exemption Permit $115.98 Total Charged: $191.68 Fees Paid: $191.68 Balance Due: $0.00 Receipt No: B4415 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 JOHNSON DON C REVOCA, OL:CRW_00360208 / / 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 Contractors License Law [Chapter 9 (commencing with Section 7000) is in full force and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 09/20/2007 the applicant to a civil penalty of not more than five hundred dollars [$500]; eck one of the following: VIAS Contractors Signature Date OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE PENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE_ (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does WORKERS'COMPENSATION DECLARATION 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 notintended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractors License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors License Law.). Carrier: Policy Number: Exp. Date: (This section need not be completed if the permit is or one hundred dollars ($100) or ess. 1 AM EXEMPT under Section B. & P.C. for this reason: �j�1 CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS , L � ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' X 09/20/2007 compensation provision Section 3700 of the Labor Code, I shall forthwith comply with those Ovviiders Signature Date provisions. X 09/20/2007 1 hereby certify that Itdve read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signature Date WARNING: FAILURE TO SECU WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EM LOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused by, arising out of, or in any way connected with DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. CountyEttr the aboo entioned property for inspection purposes. I hereby certify that I am the propr or a u oriz to act on the property owners eha f. CONSTRUCTION LENDING AGENCY t,�.G�t� 0 9 0/2007 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for me of Per ' ee [SIGN] Prt Datb the performance of the work for which this permit is issued. (3097 civ. code) ' caner ❑ Contractor OR. Agent for Owner ❑Agent for Contractor FILE COPY Lenders Address City State zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR rNSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net/dds AGRICULTURAL BUILDING EXEMPTION STATEMENT Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated or packaged, nor shall it be a place used by the public. Buildings used for purposes other than described above or that are located in a flood hazard zone are not eligible for an agricultural exemption. Authorization of an agricultural exemption permit by the Department of Development Services does not preclude any requirements and/or review by the Butte County Public Works Department, Butte County Fire Department, Butte County Environmental Health, or any state and federal agencies. Initialt AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. Initials) -4� AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a manufactured home, and 23 feet from a commercial/industrial buildings Initials AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum 23 feet from a residence and a manufactured home, and 40 feet from a commercial/Industrial buildings Site Address: 2950 LOUIS AVE Permit No: B07-1842 APN: 027-090-029 Square Footage: 0 Permit Type: MISCELLANEOUS Occupancy: Permit Subtype: Ag Exempt Zoning: A5 Description: AG EXEMPT PERMIT -20X30 OLIVE & EQ- Required Setbacks: Applicant: JOHNSON DON C REVOCA, Front: Side: 20' Rear: 20' 2950 LOUIS AVE OROVILLECA95966 Type of Construction: (530) 534-1615 Type of Siding: Metal Owner: JOHNSON DON C REVOCA, Est. Const. Cost: $ 37,000.00 2950 LOUIS AVE OROVILLE, CA 95966 Roof Covering: Steel (530) 534-1615 Floor Type: Concrete I declare under penalty of perjury that the building will be used as stated above, and the proposed use conforms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain the necessary permits, inspections and approvals to comply with the requirements in effect at that me and r to occupancy. Signature of owner: Date: 08/28/2007 FILE COPY BUTTE COUNTY DEPARTMENT OF DEVELOPMENT'SERVICES BUILDING PERMIT APPLICATION. OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: w. fw.buttecounty.net/dds **PLEASE PRINT CLEARLY** OWNER INFORMATION Last Name ( First Na Mailing Addresses s� kO V lS N L) City l State � Zip s.C� 7C., Phone,,,,, E-mail �IIJ C o APPLICANT INFORMATION CONTRACTOR Name City n-0t/l { 1 Address Zi City Fax5_3® 2 e State Zip Phone Fax E-mail Lic. # Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name City n-0t/l { 1 Address Zi City Fax5_3® 2 e State Zip Phone Fax E-mail State License Number APPLICANT INFORMATION Name' �w `S cg Address a e7 S 0u . 5 lel v C City n-0t/l { 1 Sit. Zi Phone5,34, Fax5_3® 2 e E-mail ` APPLICAN SIG TURF PERMIT NO. -1 �-o BIN # PROJECT LOCATION AP# -7 —0ci-99 Property Address a s q City WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker s compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: C p tom. Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy I (Note previous use): t For office use onl : Zoning Flood Zone SRA I Yes 1. No Occ.Type Const. / �z- bob 'r't i D VISION -BUILD! G P N A PROVAI Paris Landscaping: Other. Signature..� 6-clo ' Ob 9 1-1 Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm. Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B07-1842 Date: 08/28/2007 Location: 2950 LOUIS AVE By: KEJ Parcel Number: 027-090-029 Sub Type: Al! Exempt Owner Name: JOHNSON DON C REVOCA, Phone: (530) 534-1615 Description: AG EXEMPT PERMIT -20X30 OLIVE & EQUIPMENT STORAGE By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm. Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed Title: FILE Date: 08/28/2007 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds OWNER -BUILDER INFORMATION An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ° If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. ° If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal ° income tax withholding, federal social security taxes, workers/ compensation insurance, disability insurance costs, and unemployment compensation contributions. There may be financial risks to you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. ° For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through thier own employees, without a license contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board's automated telephone information system at 1-800-321 -CLSB (2752) or by accessing thier website at www.CSLB.ca.gov. PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER -BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTILL THE VERIFICATION IS RETURNED. OWNER BUILDER VERIFICATION PLEASE COMPLETE THIS FORM AS REQUIRED BY THE STATE OF CALIFORNIA (SENATE BILL NO. 831 EFFECTIVE JULY 1, 1980). NO BUILDING PERMIT WILL BE ISSUED UNTIL THIS VERIFICATION IS RECEIVED. 1. I PERSONALLY PLAN TO PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMENT. (YES OR NO) 2. I (HAVE/HAVE NOT) SIGNED AN APPLICATION FOR A BUILDING PERMIT FOR THE PROPOSED WORK. 3. 1 HAVE CONTRACTED WITH THE FOLLOWING PERSON (FIRM) TO PROVIDE THE PROPOSED CONSTRUCTION: NAME ADDRESS CITY PHONE CONTRACTORS LICENSE NO 4. 1 PLAN TO PROVIDE PORTIONS OF THE WORK, BUT I HAVE HIRED THE FOLLOWING PERSON TO COORDINATE, SUPERVISE, AND PROVIDE THE MAJOR WORK: NAME ADDRESS ITY 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 EXEMPT PERMIT -20X30 OLIVE & EQUIPMENT STORAGE Reference Number: B07-1842 Applicant Name: JOHNSON DON C REVOCA, Owner's Name: JOHNSON DON C REVOCA, AP 9: 027-090-029 Signature of Property Owner: Date: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT ' 24 HOUR INSPECTION #: (630) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (630) 538-7541 - PERMIT NO. BP050152 B. C. Buildinq Permit 01-16-04 pg 1 LICENSED CONTRACTORS 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 Issued Date: 03/24/2005 APN: 027-090-029-000 effect�J�n 0.1,License C ass : ense Number: � 2 S09RW = - Date: Contractor: Site Address: 2950 LOUIS AVE PAL Map Index: 'OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: ground mount solar energy system Contractors' Stale License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, Improve, demolish, or repair any structure, prior Owner: JOHNSON DON C REVOCABLE TRUST to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's Slate License Law (Chapter 9 commencing with Section JOHNSON DON C TRUSTEE 7000) of Division 3 of the Business and Profesgions Code) or that he or 2950 LOUIS AVE she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a. permit subjects the OROVILLE, CA 95966-9336 applicant to a civil penally of not more than five hundred dollars ($500).): ❑ I, as owner of the property, *or my employees with wages as their sole compensation, will do the work, and the structure Is not Intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' Stale License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: SUN POWER & GEOTHERMAL ENERGY such work himself or herself or through his or her own employees. provided that such Improvements are not Intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or Improve for the purpose of 863 EAST SAN FRANCISCO BLVD sale.)., SUITE A 94901 ❑ 1, as owner of the property, am exclusively contracting with 530-533-5988 licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or Improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' Slate License Law.). Contractor: SUN POWER & GEOTHERMAL ENERGY ❑ 1 am Exempt under Article 3 of the Business and Professions Code Dale: Owner: 863 EAST SAN FRANCISCO BLVD SUITE A 94901 WORKERS' COMPENSATION DECLARATION I hereby affirm under penally of perjury one of the following declarations: 530-533-5988 ❑ 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 License #: 759086 Is Issued. I have and will maintain workers' compensation Insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit Is issued. My workers' compensation Architect: insurance carrier and policy number are: /� 'wNP Engineer: Carrier. 'v n Policy ❑ I certify that in the performance of the work for which this permit is Total Square Ft: 0 S. F. q Issued, I shall not employ any person In any manner so as to become subject to the workers' compensation laws of California, Valuation: $0.00 and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall Census Code: forthwith comply with those provisions. Date: Applicant: WARNING; Failure to secure workers' compensation coverage is unlawful, and shall subject aemployer to criminal penalties and one w ( a hundred thousand dollars ($100,000), In addition to the cosi of /`,` �U 3 compensation, damages as provided for In Section 3706 of the Labor code, interest, and attorney's fees. / Q CONSTRUCTION LENDING AGENCY This permit is hereby Issued under the appb provisions of the Butte County Code and/or I hereby affirm that there Is a construction lending agency for the Resolutlo s to do w rk Indicated aboYe for tyhi fees have been paid. performance of the work for which this permit is Issued (Sec 3097 Civ.) By:_ PERMIT EXPIRES ON: V Address: (Dale ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safely Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above Information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and stale laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte Countyto enter upon the above mentioned property for inspection purposes " Print Name: f. t v v "� Signature:417 Date: Q Owner eC.n�Va7 ❑ Agent for Owner ❑ Agent for Contractor B. C. Buildinq Permit 01-16-04 pg 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR NSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICA TION Website: www.buttecounty.net>dds **PLEASE PRINT CLEARLY** PERMIT NO. BPO5 0I BIN # 0 APPLICANT NAME. Name Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE X (/ For office use only: Zoning Flood Zone SRA Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER'FOR SUBMITTAL REQUIREMENTS .0 -- LENDING AGENCY Name Address ption or Scope of Sq. Footage ❑ Proposed Change of Occupancy (Note previous use): 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: Amount: / 5 3 Bldg SRA Receipt #:r, , % Sheriff SMIP Other Date: I/7,1 / Total 11 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). ❑ 13. Sanitation and site plan approval from the Environmental Health Department. Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Workers Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must -be made within two years from the date of fee payment on permits no`t issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORWISWILDING F0RMSIBIdgApp1SubRgmts.doc Page 2 of 2 REV 7-27-04 po COUNTY'OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMI^T `APPLICATION DATA SHEET OWNER: �/ D �N S� �l / I�y ASSESSOR PARCEL NUMBER Proposed Building Use: �o� l v MOON Iter Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. t7/N 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. . \ ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. �9 jn/ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs -1 ❑ 12. Letter of intent for non-residential buildings r / ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form t /!V 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ r� ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ 20. Erosion Control Plan Required........................................................................ ....... 1WA21. Fees as shown on the attached Schedule of Fees Due Sheet ...................I.......... , ❑ 22. City of Chico Plumbing permit........................................................................ 23. California Department of Forestry plan approval ❑ paid. Sent by: ............. ll 24. Planning approval (A) Use: 61'QB)Parking: (C) Parcel Check: ✓�` , \ -❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... �l �� 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization......................................:............................. ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone higry"i )r/rs 3-70-20 and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: JCJw Date: 1. Index permit app ica ion forth above items Mntracto2.a umbered: Plan CheckLettelitems requireddesigner, owner; was advised of the above data by phone, ❑mail, ❑counter, by Date: jas Contractor, desner w r, was advised of the above data by ❑ phone, O mail, ❑ coun y Date: Plans reviewed . 1 Date: Plans approved by: Date Structural revi�wleby. i Date: Structural approv by: Date Note transfer: Date: Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES �, OWNER �1 U �`, ivS o_ C)6y\)A.P. # _02-70 q / (�11"v 2-19 PROPROSED BUILDING USE 1. BUILDING PERMIT FEES --- Balance Due ..................... --- Additional Fees Due.......... 6 $ 2`3D9 e --- Revised Plan Checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES Residential (per unit)..... # Units EJ Amt. DATE RECEIPT # DATE REC. (paid at Building Division) a4 Commercial (Sq. Ftg.).... X = $ Sq. Fig. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Fig. Amt. 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed durin the plan checkin rocess. r APPLICANT DATE 7 Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) O�QPRTtv1ENT O,c 6VTTF o c �\ a_ , LIC ; ORQF Department J. Michael Crump, Director Public Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase 11 Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement rLESS THAN 1 ACRE1 Project Description: 940 U\)tWR V Q,gtxL t) MOU ficSY�ltli�l Project Location and/or Parcel Number: U- 1 0 LOU IS xC-11 ITN � Od�-W10-OA OMi UC -1 C . Q066 By signing below, I, the project owner/owner's 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 build -outs 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 Control 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 a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided bylaw. Signed: Title: Date: Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storrs Water Management Program Revised 5/24/04 ANGULAR FITTINGS B156 - B161 B155 TWO HOLE CLOSED ANGLE TWO HOLE CLOSED ANGLE -Standard finishes: ZN, GRN -Standard finishes: ZN, GRN, HDG, SS4 •Wt./C 63 Lbs. (28.6 kg) B363 - B369 FOUR HOLE CLOSED ANGLE -Standard finishes: ZN, GRN 213/16" "82112' B156 B157 75° B158 B159 671/2° 56 (25.4) 60° B160 521/20 B161 371/2° B363 - B369 FOUR HOLE CLOSED ANGLE -Standard finishes: ZN, GRN 13/16" (20.6) 33/16' / (80.9) A 13/16" (20.6 : 21/2" (63.5) 5" (127.0) 13/16" 45° (20.6) &Ume:-R- 31/2" (88.9) 9 21/2" (63.5) B335 FOUR HOLE ADJUSTABLE HINGE -Standard finishes: ZN, GRN •Wt./C 110 Lbs. (49.9 ke) B335-1 TWO HOLE ADJUSTABLE HINGE -Standard finishes: ZN, GRN •Wt./C 78 Lbs. (35.4 kg) r' 213/16" e!!7213/ (71.4) 16" (71.4) Reference page 58 for general fitting and standard finish specificatiot B335-2 SERIES THREE HOLE ADJUSTABLE HINGE •OSHPD approved for Seismic Zone 4 -Standard finishes: ZN, GRN H HOLE SIZE THIS HOLE ONLY 411/16" (119.1) 213/16" B363 821/2° B364 75°7 B365 671/20 B366 600 95 (43.1) B367 521/20 43.2 B368 1 45° B3354-W.—I.. B369 1 371/2° 94' 13/16" (20.6) 33/16' / (80.9) A 13/16" (20.6 : 21/2" (63.5) 5" (127.0) 13/16" 45° (20.6) &Ume:-R- 31/2" (88.9) 9 21/2" (63.5) B335 FOUR HOLE ADJUSTABLE HINGE -Standard finishes: ZN, GRN •Wt./C 110 Lbs. (49.9 ke) B335-1 TWO HOLE ADJUSTABLE HINGE -Standard finishes: ZN, GRN •Wt./C 78 Lbs. (35.4 kg) r' 213/16" e!!7213/ (71.4) 16" (71.4) Reference page 58 for general fitting and standard finish specificatiot B335-2 SERIES THREE HOLE ADJUSTABLE HINGE •OSHPD approved for Seismic Zone 4 -Standard finishes: ZN, GRN H HOLE SIZE THIS HOLE ONLY 411/16" (119.1) IS. .3q s� U a 6 a U E a 0 a"b d 0 W 69 213/16" (71.4) Hole Size B335-2-3/8 7/16" 11.1 96 43.2 B3354-W.—I.. 9/16"1(14.3).-.,F_ 94' r (413 11 B335-2-5/8 1 11/16" 17.4 92 41.4 B335-2-3/4.: 13/16" 1 (20.6) ; •90. ,1 (40,5) IS. .3q s� U a 6 a U E a 0 a"b d 0 W 69 scid V 6 °s U E oa ANGULAR FITTINGS B147 -B152 B243 -B253 TWO HOLE OPEN ANGLE FOUR HOLE OPEN ANGLE -Standard finishes: ZN, GRN -Standard finishes: ZN, GRN nivI.-niuD W TWO HOLE OPEN ANGLE -Standard finishes: ZN, GRN U d a 'a 11/16' (27.0) B154 TWO HOLE OPEN ANGLE -Standard finishes: ZN, GRN, SS4 •WtJC 58 Lbs. (26.3 kg) 11/16" (27.0) 11/16" (27.0) Z5/16" (58.7) (27.0) 23/8" 31/4" (82.5) 11/16" (27.0) 35h6 (84.1) ��,/16" 11/16" (52.4) (27.0) Part No. A Wtdc Lbs. ka B147 821/20 B243 71/2° 77 B149 671/20 63 (28.6) B151 521/20 B247 371/20 B248;; :•;`', 45° : nivI.-niuD W TWO HOLE OPEN ANGLE -Standard finishes: ZN, GRN U d a 'a 11/16' (27.0) B154 TWO HOLE OPEN ANGLE -Standard finishes: ZN, GRN, SS4 •WtJC 58 Lbs. (26.3 kg) 11/16" (27.0) 11/16" (27.0) Z5/16" (58.7) (27.0) 23/8" 31/4" (82.5) 11/16" (27.0) 35h6 (84.1) ��,/16" 11/16" (52.4) (27.0) Part No. A Wtdc Part No. A Wtdc B243 71/2° 77 (34.9) ` B245 221/20 B247 371/20 B248;; :•;`', 45° : B249 521/20 BZ'S1 671/20 11253 821/20 3 (I B322 -B332 TWO HOLE OPEN SHORT ANGLE -Standard finishes: ZN, GRN B522 THREE HOLE 950 OPEN ANGLE FITTING -Standard finishes: ZN, GRN -Wt/C 54 Lbs. (24.5 kg) 17/8„ (47.6) 5° e 35/8" (92.1) I C8 Reference page 58 for general fitting and standard finish specifications. B -Un& 15/8" (41.3) B488 TWO HOLE LEG CONNECTION -Standard finishes: ZN, GRN •WtJC 100 Lbs. (45.3 kg) Part No. A Wtdc B322 71/2° 35 (15.9) ` B324 221/20 B326 371/20 B328 521/20 B330 671/20 B332 821/2° B522 THREE HOLE 950 OPEN ANGLE FITTING -Standard finishes: ZN, GRN -Wt/C 54 Lbs. (24.5 kg) 17/8„ (47.6) 5° e 35/8" (92.1) I C8 Reference page 58 for general fitting and standard finish specifications. B -Un& 15/8" (41.3) B488 TWO HOLE LEG CONNECTION -Standard finishes: ZN, GRN •WtJC 100 Lbs. (45.3 kg) 900 ANGLE F7TTTN(.'.0 RJinn� 67/8" (174.6) 9/16"'x 29116" SLOT (143) (65.1) 17/8" (47.6) B104SH THREE HOLE ADJUSTABLE CORNER ANGLE -Standard finishes. ZN, GRN •WL/C 68 lbs. (30.8 kg) 31/2". 13/32" 9116" x 29/16" SLAT (143) (65.1) B113 FOUR HOLE ADJUSTABLE CORNER ANGLE •Standard finishes: ZN, GRN •WUC 256 Lbs. (116.1 kg) 9/16" x 11/2" SLOT -(2) (143) (38.1) 47/8" (123.8) 17/8" (47.6) 9/16" x 29/W.SLOTI (143) (65.1) B461 TWO HOLE ADJUSTABLE CORNER ANGLE -Standard finishes: ZN, GRN •WtJC 87 Lbs..(39.4 kg) - 21/4" 31/2" (57.1) 1/2" (12.7) 4,,1/8„ 19/16" X 29/16" SLOT ,,, 0% (143) (65.1) 33/4" (95.2) B109S TWO HOLE TAPPED CORNER ANGLE -Standard finishes: ZN, GRN -WtJC 33 Lbs. (14.9 kg) 31/2" (88.9) N16T-18 TAPPED 17/8" (47.6) 15/8" (413) - 15/16" 9/16" x 11/2" SLOT (333) (143) (38.1) \ N 25/8" (66.7) 37/8" (98.4) FOUR HOLE ADJUSTABLE CORNER ANGLE -Standard finishes: ZN, GRN •WtJC 180 Lbs. (81.6 kg) 9/16" X 11/22SLOT--(2) (143) (38 4" (1683) d.3 d • � o n 33/4" W . (95.2) . �'1 n / n XIZ v 9521 1 r. TWO HOLE BUS DUCT ANGLE V CZ *Standard finishes: ZN, GRN *Om •WUC 37 Lbs. (16.8 kg) .F. V V 04 U 112 (12%2" /8" .6) m v' (50.8) w d u ,�y c� aA Reference page 58 for general fitting and standard finish specifications. 67 9496 B496-1• B371-2 Q a TWO HOLE ADJUSTABLE TWO HOLE ADJUSTABLE THREE HOLE ADJUSTABLE CORNER ANGLE CORNER ANGLE CORNER ANGLE dq -Standard finishes: ZN, GRN •Standaid finishes: ZN, GRN, HDG -Standard finishes: ZN, GRN •WUC 85 Lbs. (38.5 kg) •Wt./C 58 Lbs. (263 kg) •WtJC 61 Lbs. (27.6 kg) 67/8" (174.6) 9/16"'x 29116" SLOT (143) (65.1) 17/8" (47.6) B104SH THREE HOLE ADJUSTABLE CORNER ANGLE -Standard finishes. ZN, GRN •WL/C 68 lbs. (30.8 kg) 31/2". 13/32" 9116" x 29/16" SLAT (143) (65.1) B113 FOUR HOLE ADJUSTABLE CORNER ANGLE •Standard finishes: ZN, GRN •WUC 256 Lbs. (116.1 kg) 9/16" x 11/2" SLOT -(2) (143) (38.1) 47/8" (123.8) 17/8" (47.6) 9/16" x 29/W.SLOTI (143) (65.1) B461 TWO HOLE ADJUSTABLE CORNER ANGLE -Standard finishes: ZN, GRN •WtJC 87 Lbs..(39.4 kg) - 21/4" 31/2" (57.1) 1/2" (12.7) 4,,1/8„ 19/16" X 29/16" SLOT ,,, 0% (143) (65.1) 33/4" (95.2) B109S TWO HOLE TAPPED CORNER ANGLE -Standard finishes: ZN, GRN -WtJC 33 Lbs. (14.9 kg) 31/2" (88.9) N16T-18 TAPPED 17/8" (47.6) 15/8" (413) - 15/16" 9/16" x 11/2" SLOT (333) (143) (38.1) \ N 25/8" (66.7) 37/8" (98.4) FOUR HOLE ADJUSTABLE CORNER ANGLE -Standard finishes: ZN, GRN •WtJC 180 Lbs. (81.6 kg) 9/16" X 11/22SLOT--(2) (143) (38 4" (1683) d.3 d • � o n 33/4" W . (95.2) . �'1 n / n XIZ v 9521 1 r. TWO HOLE BUS DUCT ANGLE V CZ *Standard finishes: ZN, GRN *Om •WUC 37 Lbs. (16.8 kg) .F. V V 04 U 112 (12%2" /8" .6) m v' (50.8) w d u ,�y c� aA Reference page 58 for general fitting and standard finish specifications. 67 ` ~ Thrcad p'� 'hut Part , Size '�umbcrs e� ,%--ALALZXI 71 1 L I T U.1 0 4LX AIZIIV" rrzIIVL' PULL-OUT STRENGTH -With Safety Factor of 3 *Maximum Pullout strength for B11 & B12 channels is limited to 1550 Ibs. (6670 N). XY"Aju&u Pull -Out Strength of Channel Nut Reference page 44 for general fitting and standard finish specifications. W 51 #8-32 N221, N221WOX21 200 890, 200 890 200 890 N721,TN221 iSH ��FT W TOR #10-32 N227, N227WO, N527 250 1110 250 1110 250 1 1110 N727, TN227 RE, UE'RT'.. UQUI 2%. R�` ��.����7r���_.Y`i._'::" . . . . . . . . . . . . . . . . . .. ........ L=�a� .:. t..,—.r..-'.•:-:� .:.:..; T. �;-':, - +C"� . :%:_tom �;+: . N223, N223WO, N523 750 3330- -750 3330 750 3330 NM TNn3 NEw ----------- WN -. 7/16--14 N22,6,N226W0NS26 1500 6670 1200 5340 1000 4450 N726, TN226 ......... . . . . . . . V., t. ..... ........... N255, N255WO, N755 2000 9900 1400 6230 1000 4450 N555, N55SWO M 6670 1400 6230 1000 4450 WON 7/C_9 ......................... NM N278WO, N778 2000 9900 1400 6230 I(M 4450 Pull -Out Strength of Channel Nut Reference page 44 for general fitting and standard finish specifications. W 51 1.HA rlTL'L. SELECTION CHART for.CLann*, Materials and Hole Patterns racioos Lok F&`� W PMAW a "ftmm for avadabk dmnod, mace W e. anc Lok pattems. Maaerad types avarUA& for patterns are defmod by mcmbm j that 1 Some stainless atoll dhanuds "A Lok patterns are avar"on apodal order ally. *Metas cgd"I at for Wdmmm do" in dmL tKl - Stod 12 Ga. —2b mm 18 Ga. a 12 mm 7,AhwAmm 14 Ga. —19 mm 305 - 2.6 mm - Type 304 Stainless Stud 16 Ga. — 1.5 nm .080 - 2.0 mm _Type 316 Stainless stud Properties may racy due to commercial tolerances of &a makdaL Ck%nad Part Naarberiug IXampk: C B1Type Bak BPatterns MsteriaUFiuLs)r GRN 120 B12 s GALV 240 B22 H178 BDG B24 Tg ' • SS4 B26 w SS6 B32 AL B52 B54 B56 B62 B72 E7016 Refereme page 14 for general fitting and standard 5msh specifications. a 4p BA a n� v 1z 14 14 It in A Gg �v B22 BEAM LOADING DATA B -Un& Beam simn C11-.11111CI Uniform Load and DOlection 'it Cniforn) Load Dellection 1 240 Spon 11361) Span B22 2610 (11610) .014. (35) 2610 (11610) 2610 (11610) 12 (305). B22A 2610• (11610) .002_. (05) 2610* (11610) 2610* (11610) B22X 5790' S .001 5790' S 5790; 5 B22 2269 (10093) .031 (.79) 2269 (10093) 2269 (10093) 18 (457)' B22A 2610* (11610) .007 (.18) 2610; (11610) 2610; (11610) B22X 5790• 5 :003 5790* 75 5790* 2575 B22 1702 (7571) .056 (1.42) 1702. (7571) 1702 (7571) 24 () B22A 2610• (11610) 017 (.43). 2610' . (11610) 2610* (11610) B22X 5790* 5 .008 20 5790* 5 5790* 5 B22 1361 (6054) .087- (2.21) 1361 (6054) 1294 (5756) 30 (762) B22A 2610* (11610) .033 (.84) 2610* '(11610) 2610* (11610) B22X 57906 5 .017 .73 5790* 5 5790*. 5 B22 1135 (5049) .126 1135 .(5049) 899 (3999) 36 (914) B22A 2610* (11610) .057 2610* (11610) 2610' (11610) B22X 5790* 5 .0295790* 75 5790* 75 B22 972 (4323) .172 E(437) 972 (4323) 660 (2936) 42 (1OM B22A 2610* (71610) . .091 2610* (71610) 2610* (11610) B22X 5790* 75 .0465790* 1 C25755)5790* 5 B22 851 (3785) -224- (5.69) 758 (3372) 505 (2246) 48 (1219) . B22A 2405 (10698) .125 (3.17) 2405 (10698) 2405 (10698) B22X 5790* 5 .068 1.73 5790* 5 5790* 75 B22 756 (3363) 284 (721) 599 (2664) 399. (1775) 54 (1371) B22A 2138 (9510) .158 (4.01) 2138 ' (9510) 2024 (9003) B22X 5790* 5 .097 57906 5 5790* 5 B22 681 (3029) 351 (891) 485 (2157) 323 (1437) 60 (1524) B22A 1924 (8558) .195 (4.95) 1924 (8558) 1640 (7295) B22X 5645 110 .130 30 5645 11 5645 110 B22 619 (2753) .424 (10.77) 401 (1784) 267 (1187) 66 (1676) B22A 1749 (7780) .236 (5.99) 1749 (7780) 1355 (6027) B22X 5132 8 .158 4.01 5132 8 5132 (22829) B22 567 (2522) .505 (12.83) 337 (1499) 225 (1001) 72 (1829) B22A 1603 (7130) .281' (7.14) 1603 (7130) 1139 (5066) B22X. 4704 4 .188 4. 4704 4704 20924 B22 524 (2331) .593 (15.06) 287 (1276) 191 (849) 78 (1981) B22A 1480 (6583) 330 (838) 1455 (6472) 970 (4315) B22X 4342 1931 220 5.59 4342 1931 4270(18994) B22 486 (2162) .687 (17.45) 248 (1103) 165 (734) 84 (2133) B22A 1374 (6112) 383 (9.73) 1255 (5582) 837 (3723) B22X 4032 1793 .255 6. 4032 1793 3682 16378 B22 454 (2019) .789 (20.04) 216 (961) 144 (640) 90' (2286) B22A 1283 (5707) .440 (11.17) 1093 (4862) 729 (3243) B22X 3763 16738 293 3763 1673 3207 1426 B22 425 (1890) .898 (22.81) 190 (845) 126 (560) 96 (2438) B22A 1202 (5347) .500 (12.70) 961 (4275) 640 (2847) B22X 3528 15693 334 .48 3528 15693 2819 12539 B22 400 (1779) 1.013 (25.73) 168 (747) 112 (498) 102 (2591) B22A 1132 (5035) .565 (1435) 851 (3785) 567 (2522) B22X 3320 14768 377 s 3320 1476 2497(11107) B22 378 (1681) 1.136 (28.85) 150 (667) 100 (445) 108 (2743) B22A 1069 (4755) .633 (16.08) 759 (3376) 506 (2251) B22X 3136 13949 A22 10.72 3136. 13949 2227 (9906) B22 358 (1592) •1.266 (32.15) 134 (596) 90 (400) 114 (2M B22A 1013 (4506) .706 (1793) 681 (3029) 454 (2019) B22X 2971 1321 A71 11. 2971 1321 1999 8892 B22 340 (1512) 1.403• (35.63) 121 (538) 81 (360) 120 ( 8) B22A %2 (4279) .782 (19.86) 615 (2735) 410 (1824) B22X 2822 (12553) .521 (13.23) 2706 (12037) 1804 (8024) Based on aimole beam condition usine an allowable desien stress of 25.000 nsi (172 )APa) in accerdanoe with MFMA_ with ademuate lateral hra6mp (see page 11 for further explanation). Actual yield point of cold rolled steel is 42,000 psi. To determine concentrated load capacity at mid span, multiply uniform load by OS and corresponding deflection by O.S. Vailure determined by weld shear. 22 Reference page 14 for general fitting and standard finish specifications. rpm B22 CLUNNEL . �. B22 •Thiciaiess.-12 Gauge (2.6 mon) •Staadacd lengths: 10' (3.05 m). & 20' (6.09 In :.. -standard finishes: plain, I?uca-Gceea; f? C nX Dipped Gatvanized, Stainless Steel Type 304 or 316, Aluminum z :. _ _. 'weigi� 1.90 Lb RL (2.83 kg/m) -.. .-.._ .�..... . .: __... _.. 3/8» (4 133) 3/8» ... ....__. _ . . . �-5) (93) 7/8» 9/32" A i. L` •+ >r � 1.910 (2.64) .562 " o. R 13M3.820 1 (s.69) 1.124 (1.25) B22X 6.649 (9,69) 1956 < . of section pmp«ties am based an m X y % 01) 0" .� y a)lr" 00-481,1011 3-4 ,5$3 1 04.61 931 (7 36) 1 .701 (z7,69) 1.456 (3.70) as deletmioed W toe AIM Cold•Ba® 1g9� -2953 N a4) :653 (1AO (199'1) •9905 09.68) -653. OAQ (45.68) 12027 (19.71) .751 (191) Desica Mam=L y. 15/8» (413) 31/4"• x X o y 16» B22A Wt 3.80 Lbs&t. (5.65 kdn) 15/8» (413) aq 20 Refercom page 14 for general fitting and standard finish specifications, r. sufln 250OU YA2,AM3 I V The leading grid -tied photovoltaic inverters in Europe and America ULt,74-1Listed for grid interactive inverters 5 -year comprehensive warranty Rugged NEMA � 4X stainless steel outdoor � ` enclosure -'�. ' standard "', L. Excepptional reliability , �; . and energy capture ratio • �• 11lC].LLIJ � i •• o Comprehensive communications Fand data �co�llection 4 ptions [SM A's Modular String inverter de ign is expandable to virtually any system size Shown with optional display The SMA Sunny Boy inverter, the most popular grid -tied photovoltaic 'nverter in Europe, is now UL 1741 Listed and available h North America. Sunny Boy's exbnsive track record in some of the world's most demanding markets has made it the favorite among PV professionals everywhere. Over 200,000 Sunny Boy inverters have been installed worldwide. Having achieved the highest reliability of acy PV inverter, Sunny Boy gained immediate acceptance in the US and Canadian markets. Superior design, rock -solid Germai engineering, and exceptional real-world efficiency hove made Sunny Boy the top choice for American solar designers. These professionals know that Sunny Boy is a grid -tied in%erter that they can recommend without reservation and install with confidence. Pv+ EOUIPMENf I SUNNY BOY 25000 °"° INVERTER ON Iz= Power Factor DC Pv- DISCONNECT SWITCH Pv Convection cooling (no fan)' ARRAY 12.0 A Specifications for Sunny Boy 25000 Inverter Technology Real sine -wave, current source, high frequency PWM AC Input Voltage 213-2621240 V ACI or 183=229 (208 V AC) AC Input Frequency 59.3-60.5 (60 Hz), 50 Hz also available DC Input Voltage 250-600 V DC Peak Power Tracking Voltage 234-550 V DC (at 240 V ACI PV Start Voltage 300 V DC Minimum DC Input Voltage 207-256 V dependent on available line voltage Maximum Array Input Power (DC @ STC) 3000W (240 ACI, 260OW (208 V ACI Maximum AC Power Output 2500 W (240 V AC), 2200 W (208 V AC) Current THD Less than 4% Power Factor Unity Peak Inverter Efficiency 94.1% Cooling Convection cooling (no fan)' Maximum AC Output Current 12.0 A Maximum DC Input Current 13 A DC Voltage Ripple Less than 5% Power Consumption 0 W nighttime, < 0.25 W standby Ambient Temperature Rating 45 °C Enclosure NEMA 4X stainless steel Size 17.1 W x 11.6 H x 8.4 D inches (434 W x 295 H x 214 D mm) Weight 71 lbs (32 kg) Compliance United States: UL 1741, E210376, UL 1998, IEEE 519, IEEE 929 ANSI C62.41 C1 & C3, FCC part 15 A&B International: DIN EN50082 Part 1, 61000-32, 50081, 50014, 600055 Part 2, 55011 Group 1 Class B, 50178, 60146 Part 1-1 ALL SPECS MAY CHANGE WITHOUT NOTICE DISTRIBUTED BY BREAKER SIZE 2p 15 Amp AC DISCONNECT SWITCH UTILITY AC DISTRIBUTION PANEL EARTH GROUND Sunny Boy's unsurpassed reliability and efficiency is the result of SMA's manufacturing philosophy that combines simple design with robust execution. SMA's state-of-the- art tate-ofthe- art maximum power point tracking performance results in greater real-world energy capture than any other grid -tied PV inverter. Sunny Boy's safety and reliability record is also exceptional due, in part, to the inverter's redundant grid monitoring and built-in ground fault detection and interruption protection. The inverter's IGBT power stage generates a nearly perfect sine wave with the lowest harmonic distortion in the industry and meets ultra -strict FCC EMC standards. SMA's unique String Inverter technology makes future system expan- sion simple. SMA advanced communication options are available to satisfy almost any application. `Optional external fan (Sunny Breeze) available SMA America , Inc., 12438-C Loma Rica Drive, Grass Valley, CA 95945 Phone 530-273-4895•Fax 530-274-7271 www.SMA-AMERICA.com • email: info@SMA-AMERICA.com Solar Today... Energy Tomorrow �. �loiP° Rev. 9/25/03 THE NEW VALUE FRONTIER cc I(YGEERa KC1 67G HIGH EFFICIENCY MULTICRYSTAL PHOTOVOLTAIC MODULE �L LISTED MODEL KC167G HIGHLIGHTS OF KYOCERA PHOTOVOLTAIC MODULES Kyocera's advanced cell processing technology and automated production facilities produce a highly efficient multicrystal photovoltaic module. ' The conversion efficiency of the Kyocera solar cell is 15% These cells are encapsulated between a tempered glass cover and an EVA pottant with back sheet to provide maximum protection from the severest environmental conditions. The entire laminate is installed in an anodized aluminum frame to. provide structural strength and ease of installation. Equipped with plug-in connectors. APPLICATIONS KC167G is ideal for grid tie system applications. • Residential roof top systems • Water Pumping systems • Large commercial grid tie systems • High Voltage stand alone systems QUALIFICATIONS UL1703 certified. PERFORMANCE WARRANTY 25 year'` limited warranty on power output SPECIFICATIONS ■ Electrical Specifications ■ Physical Specifications (unit: mm) MODEL KC167G Maximum Power 167 Watts Maximum Power Voltage 23.2Volts Maximum Power Current 7.2OAmps Open Circuit Voltage 28.9Volts Short -Circuit Current 8.00Amps Length 1290mm (50.8in.) Width 990mm (39.Oin.) Depth 36mm (1.4in.) Weight 16.Okg (35.3lbs.) ■ Thermal parameters Nominal Operating Cell Temperature 47°C Isc Current temperature coefficient (A /°C) (8.60 x 10-3) A /°C Voc Voltage temperature coefficient (V/°C) (-1.12x 10-1) V/°C Note: The electrical specifications are under test conditions of Irradiance of 1 kw/m2, Spectrum of 1.5 air mass and cell temperature of 25°C Kyocera reserves the right to modify these specifications without notice 990(39.Oin.) 36(1.41in.) NN M Nm � NN Q� 0 C) nc � NN N v,6 NN M Nai iL XPower output of the module after 25 years will not be less than 80% of the minimum power specified in the data sheet. ELECTRICAL CHARACTERISTICS Current -Voltage characteristics of Photovoltaic Module Current -Voltage characteristics of Photovoltaic Module KC167G at various cell temperatures KC167G at various irradiance levels 10 IRRADIANCE: AM1.5, 1kW/ml 8 75°C 50°C 25°C Q 6 c U 4 2 0 0 10 20 30 Voltage (V) 10 CELL TEMP. 25°C 8 1000W / mz 800W/m, Q 6 c 600W/m2 5 U 4 400W / mz 2 200W / m' 0 0 10 20 30 Voltage (V) QUALITY ASSURANCE Kyocera multicrystal photovoltaic modules exceed government specifications for the following tests. • Thermal cycling test • Mechanical, wind and twist loading test • Thermal shock test • Salt mist test • Thermal/ Freezing and high humidity cycling test • Light and water -exposure test • Electrical isolation test • Field exposure test • Hail impact test Please contact our office to obtain details without hesitation. 19I(SOCERa KYOCERA Corporation ■ KYOCERA HEAD OFFICE SOLAR ENERGY DIVISION 6 Takeda Tobadono-cho Fushi mi-ku, Kyoto 612-8501 Japan Phone: (81)75-604-3476 Telefax:(81)75-604-3475 http://www.kyocera.co.jp • KYOCERA FINECERAMICS GmbH Fritz Muller Stra.6e 107, D-73730 Esslingen, F.R.G. Phone: (49)711-9393417 Telefax:(49)711.9393450 • KYOCERA ASIA PACIFIC PTE. LTD. 298 Tiong Bahru Road, #13-03/04/05 Central Plaza, Singapore 168730 Phone: (65) 271 -0500 Telefax:(65)271.0600 • KYOCERA ASIA PACIFIC LTD. Room 803, Tower 1 South Seas Centre, 75 Mody Road, Tsimshatsui East, Kowloon Hong Kong Phone: (852)2-7237183 Telefax:(852)2-7244501 • KYOCERA ASIA PACIFIC LTD., TAIPEI BRANCH Suite 501, Asia Enterprise Center, No.142-144, Sec. 3, Min Chuan E.Road Taipei, Taiwan Phone: (886;2-27183595 Telefax:(886)2-2718-3587 • Kyocera Solar, Inc. 7812 East Acoma Drive Scottsdale, AZ 85260 Phone: (480)948-8003 or (800)223-9580 Telefax:(480)483-6431 • Kyocera Solar Pty, Ltd. Cnr Forbes St & Riverside Drive West End, OLD, 4102 Australia Phone: (61)7-3844-6686 Telefax:(61)7-3844-8569 • Kyocera Solar do Brazil Ltda. R.Mauricio da Costa Faris, 85 Recreio dos Bandeirantes-Rio de Janeiro Cep:22.790-280 Phone: (55)21-2437-8525 Telefax: (55)21-2437-2338 The contents of this catalog are subject to change without prior notice for further improvement. LIE/10100401S3SAGY-00 (Recycled Paper) J SITE PLAN REVIEW APPLICATION Date: ,3// d/D� AP# 4� 7 -Q % —T Permit Number (if applicable) 05 0 /55 2 APPLICANT INFORMATION Owiiers,Name: Owners Address Parcel Size: Telephone ;No::' Situs Address: S ��- Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home D Residential Accessory4.wn G�,ry SaCG� F] Permanent. Second Dwe ling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial +, J ; .'► ❑ Industrial Addition ❑ Industrial Remodel Other ❑ Septic ❑ Well ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) 15 Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By Date Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load -Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan(See Environmental Health for standards) 11 Watershed Protection Overlay Zone (See attached. standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required)�ii�1 SRA - (CDF to -determine specific requirements) ❑ 100 -Year Flood Plain: " ' (See attached) • Flood Zone: • Flood Panel No.: 6600 7Co SG Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the Cali o a Reclamation Board) El Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Sectionand attached standards and requirements) E]Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ------------------- ---------------- —---- ------------------ -------------------------- ❑ Detached Building Use Form ❑ Encroachment- Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: A- .5 O.i nO Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front 2C) , 3Q � Side , 301 Side Street Rear 5 Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area Road ❑ Thermalito Impact ❑ Other ------------------------------------------------------------7------------------------------------------------------------ Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of . the building permit. Parcel Created By F-1 Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: " ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed C ation:❑ No ❑ Yes _ , Comments:dze7r ;1 Parcel Deemed to be legal Verify Legal Parcel "❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑. Obtain a Merger El Obtain a Lot Line Adjustment El Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 F1 Subdivision Map/Parcel Map: Map Date of Recording: i Lot: Book: Page: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shallbe taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa Page 4 of 5 A. ❑ n Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. C:U.args\Building Permit Site Plan Reviewl.doc Page 5 of 5 E.14. USE ONLY Slot Flan Attached A Floor Ran Attachad f' I ` Sant to G.D. ! TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other 3O P P-- Hold final for: Final clearance O.K. for: NOTE: ental Health Specialist 8/96 Date 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 PERMIT NO. BP041359 LICENSED CONTRACTORS 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 Issued Date'' 05/12/2004 APN: 027-090-029-000 the Business and Professions Code, and my license is in full force and effect. /Y60 License Class: "�� License Number: Site Address: 2950 LOUIS AVE PAL Date: —1—OSS Contractor: Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: TEAR OFFREPLACE W/STAND METAL(30) Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: JOHNSON DON C REVOCABLE TRUST to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's Slate License Law (Chapter 9 commencing with Section JOHNSON DON C TRUSTEE 7000) of Division 3 of the Business and Professions Code) or that he or 2950 LOUIS AVE she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the OROVILLE, CA 95966-9336 applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant' JOHNSON DON C REVOCABLE TRUST such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: GEORGE ROOFING ❑ 1 am Exempt under Article 3 of the Business and Professions Code 6810 LINCOLN BLVD Date: Owner: OROVILLE, CA 95966 (530) 533-6393 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for 452266 workers' compensation, as provided for by Section 3700 of the License #: Labor Code, for the performance of the work for which this permit is issued. have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of Architect: the work for which this permit is issued. My workers' compensation Engineer: insurance carrier and policy number are: Camerj Total Square Ft: 0 S. F. Policy#: 02 2A-6 76 —©-2— ❑ I certify that in the performance of the work for which this permit is Valuation: $0,00 issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, CenSUs Code: and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, 1 shall forthwith comply with those provisions. Date Applicant: WARNING: Failure to secure workers' comp sation coverage is unlawful, and shall subject an employer to criminal penalties and one I hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. lfppe(rmJ funder CONSTRUCTION LENDING AGENCY This tJ her(, issued the applicable provisions of the Butte County Code anry I hereby affirm that there is a construction lending agency for the of the for this is issued 3097 Civ.) Resolutio o work indicated above for which fees have been paid. �� performance work which permit (Sec Name: By: DDaate. 17D ) - b PERMIT EXPIRES Address: ON Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: �/Al / 0L�IV/ W- C% U,) Signature: Date: ❑ Owner 13 Contractor (j11,Agent for Owner ❑ Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION 24 HOUR INSPECTION M (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE M (530) 538-7541 PERMIT NO. BP DAT May 12, 2004 P/'� ZONING: OWNER'S LAST NAME: Johnson OWNER'S FIRST NAME: Don PHONE: 530-534-1615 STREET ADDRESS: 2950 LOUIS Ave. FAX. CITY, ZIP: Orovllle, Ca. 95966 E-MAIL: SITE ADDRESS: 2950 Louis Ave. CITY, ZIP: Oroville, Ca. 95966 NEAREST CROSS STREET: TRACT/LOT#: APPLICANT NAME: GEORGE ROOFING PHONE: (530) 533-6393 STREET ADDRESS: 6810 LINCOLN BLVD FAX. (530) 533-0287 CITY, ZIP: OROVILLE 95966 E-MAIL: CONTRACTOR NAME: GEORGE ROOFING PHONE. (530) 533-6393 STREET ADDRESS: 6810 LINCOLN BLVD FAX: (530) 533-0287 CITY, ZIP: OROVILLE 95966 E-MAIL: LICENSE NUMBER: 452266 LICENSE TYPE: B, C39, C43 ARCHITECT/ENGINEER NAME: PHONE: STREET ADDRESS: FAX: CITY, ZIP: LICENSE NUMBER: E-MAIL: DESCRIPTION OR SCOPE OF WORK: Tear -off and Reroof with 30 sq. Standing Seam Metal. ❑ Structure Built without permits ❑ Proposed Change of Occupancy (note previous use) EXPIRATION OF APPLICATION Applicatons 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 fees will be required. 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. For office use only: Notes: l Application Received By: Date: Receipt number: /\ Amount Received: �Y Master application 34-04 NOTES RESIDENTIAL -027-09:0-029 PERMIT I "JOHNSON, Don—9y-U51 / f� 2950 Louis Ave, Oroville (new priv detached garage i Y Ate. I ,r& aE l r" 14 3 F3 JOB FINALE Date) Signature Y i j! l r" 14 3 F3 JOB FINALE Date) Signature V=OK / P Nat. or / /"L"ft./ PLPG 0 = Not OK Well Clearance 8 Disconnect - = Not Applicable MOBILE HOMES =Not Rdady EI ric Date MOBILE HOME UTILITIES (Plans) OK except #'s Frm , Sill 'Anchors-Studs-Rttrs-Trusses 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS CARPORTS GARAGES (Plans) OK except #'s / P Nat. or / /"L"ft./ PLPG 7. Well Clearance 8 Disconnect 8. Utility Clearance Date VCard EI ric Date Frm , Sill 'Anchors-Studs-Rttrs-Trusses Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Siie-Spacing-Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval . 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS CARPORTS GARAGES (Plans) OK except #'s 1/ o 'ng Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. C ports,Windows-Doors Date VCard EI ric Date Frm , Sill 'Anchors-Studs-Rttrs-Trusses 9 idm • ailing -Veneer -Stucco -Mesh ` of; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Dat U Q and B-1Date Card B-1 Date VCard B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance -GR 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Dcive •-Oroville, California 95965 • Telephone (530) 538-75AIj ER NO. (Rev.12/96) APPLICATION AND PERMIT / D`�1 ASSESSOR PARCEL NUMBER 097-09-0-099 ZONING A BUILDING PERMIT Vr OWNER DON 1QHNSQN TtCEANE SO. FT. OCC. BUILDING VALUATION 21,402 .OWNERS MAILING ADDRESS 2950 AVE, GROVILLE 95965 PUIS CONTRACTOR'S NAME 1QHN 141FRI FRA TELEPHONE 54449 =534 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 225.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 146.25 BLIILDIN2950 SLOUIS AVE, OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ 391.25 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE PRI DET GARAGE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New k Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: XXXXXX 41 X 29 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 800VOR UES Main Service 2o.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license 's in full f ce and ect. / 6 License Class ft ter. Lic. No. �ZG % J ,2 OWNER-EUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. J4 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' ompensation in urance rrier and policy number are: Carrier J. "„ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith gomply wi ose provisions. X _ Date %'� Sig ure of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A To I000A 46.00 O V7Ur ��)/ NEW CONST. DWEWNG OCCUP. ST OR ADONS. ( 8 ACC. BIDS. 5¢FT: Jp54 `Y� NON-REOSINEW D. MULTI -OUTLET @7,50 SINWGELEPPARAT Icw OUTLET �, OCCU OUTLET FIXTURES aq� � I:So Ex. Occup. ouT -ED A_REBID °Ew 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HAZ. I D. FEESeIMP11 FLOOD CDF ARC H ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have / l By / t PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. ate �Wulv Def Receipt No. 258292 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT / �b tplv COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 (Rev.*iM6) ' ' APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NuMeEAQ�r7 , O 0� lJ mN►pS BUILDING PERMIT OWWA ` � �� ,E "E SO. FT. O BUILDING VALUATION ow od. ra �o L_, UiCs CONSTRUCnON 115MER LENDER'S MAILING ADDRESS Fireplace Total Valuation S ARCHRECT OR ENGINEER LICENSE NO. Filing Fee S 20.00 ARCWMCr OR ENMEER'S MAJUNG ADDRESS Permit Fee $ Plan CheckingFee $ euwwGADoaEss ` �I- Energy Plan Checking Fee S S PERMIT FEE LOT NO. tUeolvsnNaNALE PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE I SF O Duplex O Mobilehome 0 Other Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New It Addition O Remodel LIUMes O Installation O Other O Describe Work: 4f Gas piping systern 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I WT 020.00 PERMIT FEE _ ELECTRICAL PERMIT Filing Fee 20.00 Main Service O 23.00 ReceiptNo. s8cE3?a. WHITE.O.O.S...B.D.. SOR PINK -INSPECTOR GOLOENROO-APPLICANT Main Service 200A TO IONA 48.00 NEW CONST. owELLNG OCCUP. 3.5¢SO OR ADDNS. i ACC. BLOB. NON•RESIO. MULTFOUn.Er 97.50 POWER APPAMTU9 i SNCYE OURET CIR. Ex. Occup. OUTLET OR wmEs RAL 2L v I'0°30 . EX. OCCU OFMO APPI.M. OR UMEM ESLD. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 8.50 Ventilation PERMIT FEI: $ Mobile Home Installation Fee S Energy Inspection Fee S acc OONST. TYPE TOTAL FEE $ 5 r ORO HAZ 0. FEES COF PARCEL I PO HO ISSUE This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON n " �a..Yr' .x1 a.>11..• r..i r . , i.•l,,,, •rte ..i. � .J' a'^f . �-Yx" r• .. '4. �,1 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER: D a Proposed Buil mg Use: Building Inspecto Date: At time of permit applic tion, I was dvise he following data must be submitted prior to pe p ess' g and/or issuance: Date Received By 1:11. All items have been submitted. E12. Plot plans, 3/4 sets, signed by the preparer of plans. ---------------------------------------------------- 03. Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- 114. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes!--------- E16. -------- ❑6. Energy Design Compliance and supporting documentation. 117. Statement of Intent for Non -Heated and A/C Buildings. ---- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications ------------------- 0 10. Fees of $ ------------------------------------------------------------------------------------- 22. .Impact fees as shown on the attached schedule. -------- California Department of Forestry plan approval/fees. ❑ 13. Flood elevation certificate. ----------------- ---------------------------------------------------------------------- f 4. Sanitation and plot plan approval Q Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- LP 7. Planning approval for (A) Use: 0 ILA. (B) Parking: -------------------------- 1118. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 1.9. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 020. Pre -inspection for required. Request to Building Inspector on _ (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ----------------------=------------- 022. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ----------------------------------------------------------❑23.Owner-Builder 023. Owner-BuilderVerification (Given to owner ❑, Mailed to owner EI) - -------------------------------------- ❑ 24. Letter of signature authorization. -------------------------------------------------------------------------------- ❑2255. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 10 Z6. Letter of intent on building use.----------------------------------------------------------------------------------- 4 R 027. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. ❑433 A, 11 Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . --------------- ❑30. Other: ------- Wh�eri you issue the permit, process as follows ❑ Mail to owner, ❑-�Mail to tractor. Telephone `J,3^4--�y��T`7•'7 and hold for pickup at Dn /nV( office. ❑ Deliver with inspector. Applicant:Date: Copy of az-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air -Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Bu' g Di sion counter, by ate: Plans reviewed by: Date: Plans approved by Date: '� Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. NJ Ii E.H. USE ONLY '1 Plot Plan Attached Floor Plan Attached r, d Sent to B.O. 3 -LI-1 TO: Building Department 0<5 FROM: Environmental Health SUBJECT: Sanitation Clearance LDL, 1 Z ., 0 q D Z� Owner Location AP# Plan Approved for: Sewage Disposa\ ,, W�t er Supply: Public Private Well Clearance for dwelling. Other 3 D x GA Hold final for: Final clearance OX NOTE: for: Environmental Health Specialist 8/96 Date COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES OWNER'S STATEMENT OF USE - DETACHED ACCESSORY BUILDING PN: ONE: BUILDING PMT. # 7 - o?a OWNER: i o.�V (- & 412 < 3/ x PHONE: sf� � Xe -',IS: MAIL ADDRESS: ����,'Z> �l .0 (J /5 �/� �7` ID.L& 1/1 f4 �; S 2-Z4 SITE ADDRESS: -?- !--a ZJ/ S - PROPOSED USE: PLEASE ANSWER QUESTIONS 1-20. PLEASE EXPLAIN YES ANSWERS (2-18) IN THE SPACE PROVIDED ON THE REVERSE OF THIS FORM. (PLEASE PRECEDE EACH COMMENT WITH RELATED QUESTION #) GENERAL INFORMATION: 1. Is there a primary dwelling on the property? Yes: No: 2. Is the structure already built, under construction, or under notice of code violation? Yes: No: 3. Will items produced in this building be offered for sale? Yes: No: 4. Will the public have access to this building? -� Yes: No: -_ 5. Will any advertising, on or off site, be associated with the use of this building? Yes: No: 6. Will this building be occupied at any time as a sleeping quarters? Yes: No: A�- 7. Will this building be occupied at any time as an eating area? Yes: No: 8. Will this building be occupied at any time as a cooking area? Yes: NO: 9. Will this building be occupied at any time as a living area? Yes: No: SITE CONDITIONS: 10. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes: No: _ 11. Is any portion of the proposed structure located closer than 20' to your front property line? Yes: No: 12. Do you plan to add a driveway or modify existing access to a county maintained road?. Yes: No: 13. Will the proposed structure encroach within any recorded easement? Yes: No: CONSTRUCTION FEATURES: 14. Will this building have insulated floor, walls, or ceiling? Yes: No: k- 15. Will this building be heated or cooled? Yes: No: 16. Will this building have a water closetttoilet? Yes: No: _ 17. Will this building have a sink? Yes: No: 18. Will this building have a water heater? Yes: No: 2- 19. What type of floor covering will the building have? 20. What type of wall covering will the building have? '�/4�,,,�,�� ADDITIONAL INFORMATION: I hearby affirm under penalty of perjury the above infromation is true and correct. 1 understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. 1 understand that Real Estate Disclosure taws require disclosure of this, information if or when offered for sale. OWNER'S SIGNATURE DATE R OWNER'S SIGNATURE DATE FOR DEPARTMENTAL USE ' REVIEWED BY: DATE: COMMENTS: . ....... Jutte Coun L A N D O F NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 Date: March 26, 1999 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Permit Applicant: Don Johnson 2950 Louis Avenue Oroville, CA 95965 Permit Number: 99-0517 Assessor Parcel #: 027-09-0-029 With reference to. the above subject, attached is: [X] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other Action Required: [X] Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, Linda Sexton T Date: March 26, 1999 Permit Applicant: Don Johnson 2950 Louis Avenue Oroville, CA 95965 Permit Number: 99-0517 Assessor Parcel #: 027-09-0-029 The above referenced building plans were received by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Have both pages of your plans stamped and signed by the architect. 2. Provide calculations by the architect for gravity and lateral loads for this building. Have him clearly indicate how the structure is going to be connected to the foundation. 3. Please fill out the enclosed form on both sides and return it to us. A plan check has not been done If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Friday. Linda Sexton 'Parmit Applicant Gr�.o�o� % emit Number: — �l Anemr Parcd Number. Date: T fis ah4nv rsfawced bulAs%g . plam uwe reviewed by that Offlc& : Provide dam by rwadon and/or make revlsiont m plain,sp�c-0 ns mr d cakrrla vm at f 6Aows: If you wishto discuss any requirements, you may contact me at (916) 538-7541 between 1:00 PAL and 4.00 P.M., Monday through Thursday. _ � Count LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 April 12, 1999 Don Johnson 2950 Louis Avenue, Oroville CA. 95965 Building Permit Number: 99-0517 Assessors Parcel Number: 027-090-029 The above referenced building plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1: Provide engineer design for wood frame end walls. 2. Your plan check has been completed, other than item listed above. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincere asney Building Inspector III. W CDF FIRE SAFE REQUIREMENTS AP# PERMIT # NAME Under authority of PRC 4290', the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal ,or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [�] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. ' Driveway Standards 1273.02 Surface. All driveway surfaces and structures (bridges, I 1273.07 culverts and other app-artenant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [.Q 1. No roadway shall have a horizontal inside radius of `` curvature of less than SO feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. [ 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. 1273.05 Turnarounds. If required, will have a minimum turning f radius of 40 feet from the center of the road. [�} 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 (( feet long with a minimum 25 foot taper on each end. [`y 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of .3., BUTTE COUNTY BUILDING DEPARTMENT AP # PERMIT # NAME [ 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall providee-a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [�] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates 1. Gate entrances shall be at least two feet wider than the roadway it serves. [�(] 2. The gates must be located at least 30 feet from the I` roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ ] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [X] 1. All parcels 1 acre azid larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from-ul7 Property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction )r fi:ial inspection of a building permit. Page 2 of 3 A AP # PERMIT # NAME Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ] If Building Setback is Less Than 15 Feet Choose any 3 of the following: Metal or no doors on side toward property line with insuffi- cient setback Class A or B roof with enclosed eaves Interior automatic sprinkler system per NFPA 13D -'Glass area not to exceed _0% of wall area toward property dine with insufficient setback Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 CALCULATIONS FOR: JOHNSON RANCH MODEL: UWIN dU1l.DING S40-16 22 GA. � �QQp.o LOCATION: OROVILLE, CA DATE: February 15, 1999 PREPARED BY: STEPHEN P. MASLAN, P.E. STEPHEN P. MASLAN & CO. KANSAS CITY, MISSOURI w CALCULATIONS FOR: JOHNSON RANCH MODEL: UWIN dU1l.DING S40-16 22 GA. � �QQp.o LOCATION: OROVILLE, CA DATE: February 15, 1999 PREPARED BY: STEPHEN P. MASLAN, P.E. STEPHEN P. MASLAN & CO. KANSAS CITY, MISSOURI CALCULATION FOR: STEEL: S 40 X 16 Fy = 50 KSI GAGE = 22 J -PANELS & VERTICALS 22 ROOF PANELS APPLIED LOADS: DEAD LOAD = SELF WEIGHT LIVE LOAD = 18 PSF WIND LOAD = 125 MPH EXP. C LOADS TO STRUCTURE: DEAD LOAD = SELF WEIGHT LIVE LOAD = 2'-0" * LL =. 36 PSF WIND LOAD = qs*Ce*Cq*I qs= 0.00256*(WIND SPEED)^2*(h/33)^(2/7) Ce= 0.8 WINDWARD 0.7 UPLIFT 0.5 -LEEWARD qs Ce Cq I L (PSF) (FT) WINDWARD = 32.53 * .8 * 1.06 * 1 * 2 = UPLIFT = 32.53 * .7 * 1.06 * 1 * 2 = LEEWARD = 32.53 * .5 * 1.06 * 1 * 2 = LOAD COMBINATIONS: 1. DL + LL 2. DL + WL 3. DL + LL + WL/2 4. DL + LL/2 + WL 5. DL + UNBALANCED 6. DL + UNBALANCED + WL/2 7. DL + UNBALANCED/2 + WL REACTIONS: VERTICAL = 0.74 KIPS DOWNWARD VERTICAL = 0.826 KIPS UPLIFT HORIZONTAL= 0.873 KIPS INWARD 22 GA. PANEL WIDTH= 2' Cq= 1.06 1= 1 L= WIDTH OF PANEL 55.1-6 PLF 48':27 PLF 34-:48: PLF D AgCye� v JAMES M. BRADY �r No. G8616 RENUVAL DATE �� 7-31- �? � 7Z CALCULATION FOR: S 40 X 16 22 GA. ANALYSIS OF RESULTS: CHECK STRESS: MEMBER # 14 HAS THE HIGHEST STRESS BASED ON THE COMPUTER PRINTOUT. TOP NORMAL STRESS = 25033 PSI ALLOWABLE STRESS = 30000 PS =.6*50,000 OK CHECK AXIAL FORCE AND BENDING: MEMBER # 15 HAS THE GREATEST LOAD BASED ON THE COMPUTER PRINTOUT. AXIAL LOAD = 0.81 KIPS BENDING MOMENT = 2.12 FT -KIPS fa= AXIAL = 0.81 = 0.80 KSI AREA 1.0098 fb= BENDING*12 = 25.44 = 17.27 KSI Sx 1.4728 fa + fb = 18.075 = 0.6025 < 1.0 OK 0.6*Fy 30 CHECK DEFLECTION: JOINT # 22 HAS THE GREATEST DEFLECTION BASED 0 - ON THE COMPUTER PRINTOUT. ,ED AF? 1.57 v JAMSS M. RRADY ALLOWABLE � caw A= 2 in. No. G N RENERA! DATE 4' .CHECK SEISMIC: 7-31- a� ASSUME ZONE 4 W = 740 # V= (Z*1*C*W)/Rw V= (.4*1 *2.75*W)/8 V = 0.1375*W V= 101.75 # < 873 # THEREFORE, WlNDGOVERNS CALCULATION FOR: S 40 X 16 22 GA. FOUNDATION DESIGN: ASSUME SOIL BEARING CAPACITY OF 1,000 PSI. VERTICAL LOAD = 740 # PER SECTION SECTION WIDTH = 2 FT -THEREFORE, LOAD TO THE FOOTING IS = 370 'PLF FOOTING WIDTH = 16 in. SOIL BEARING PRESSURE = 370 = 278 PSF < 1000 PSF OK 16712" WEIGHT OF FOOTING AND SLAB = 327 +150 477 PLF UPLIFT = 826 413 PLF < 477 PLF OK 2 ARO/J` JAMES M. BRADY No. C-8616 RENENAL DATE 7-31- 0 CA Notes• 1. Positive X -reactions act in the positive global X direction. 2. Positive Y -reactions act in the positive global Y direction. 3. Positive Z -reactions act counter -clockwise. ,RAME Linear -Elastic analysis results i:AME S -SERIES Page 1 Str No. 49 28 Jan 97 11:52 am Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=I8PSF,WL=125MPH EXP C S40-16 22 GA. *** SUPPORT REACTIONS *** Load Case Results Joint Load X -Reaction Y -Reaction Z -Reaction Number Case (kips) (kips) (K -ft) 1 1 .037 .102 0.000 2 .346 .638 0.000 3 -.910 -.928 0.000 67 1 -.037 .102 0.000 2 _.346 .638 0.000 3 .090 -.902 0.000 Load Combination Results Joint Load X -Reaction Y -Reaction Z -Reaction Number Combination (kips),- (kips) (K -ft) 1 1 .383 .740 0.000 2 -.655 -.619 0.000 3 -.054 .207 0.000 4 -.525 -.380 0.000 67 1 -.383 .740 0.000 2 .040 -.600 0.000 _ 3 -.253 .217 0.000 4 -.090 -.361 0.000 Notes• 1. Positive X -reactions act in the positive global X direction. 2. Positive Y -reactions act in the positive global Y direction. 3. Positive Z -reactions act counter -clockwise. ,RAME Linear -Elastic analysis results i:AME S -SERIES Page 1 Str No. 49 28 Jan 97 11:52 am CALCULATIONS FOR: 22 GAGE PANEL THICKNESS = 0.0336 in. 24 1/2" I I/2" i 3/4" —T 1/2" I i 3/4" 11/2" cy ELEMENT NUMBER WIDTH DEPTH AREA X A' X A ' X^2 to in. in. in -^2 in. in.^3 in.^4 in.^4 1 7.5 0.0336 0.2520 0.0168 0.00423 0.0000711245 0.0000237082 2 0.75 0.0336 0.0504 7.1082 0.35825 2.5465359649 0.0000047416 2 10:5275 1 0.0336 0.7074 1 3.5625 2.52028 8.9785099688 2.9928368500 QUIVI Luu%fo L.00zlo 11.�Z4�U/y Z.993U X = A = 2.8545 in. AREA Ix = A' X^2 + to = 14.5175 in^4 1 = Ix - A ' x^2 = 6.289 in^4 . S1 = 1 = 1.4728 in^3 4.2704 S2 = 1 = 2.2032 in^3 2.8546 r V O y Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=I8PSF,WL=125MPH EXP C = S40-16 22 GA. *** MEMBER STRESSES *** Load Combination Results Mem Loa Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 1 1 2 -731.4 -379.3 1,560.2 828.8 -2,291.6 3 -729.7 379.3 3,120.4 2,390.7 -3,850.1 2 2 614.6 626.5 -2,622.3 -2,007.7 3,236.9 3 615.9 -604.7 -5,154.7 -4,538.8 5,770.6 3 2 -204.1 42.5 -197.4 -401.5 -6.7 3 -202.8 -31.6 -350.0 -552.8 147.2 4 2 377.5 498.0 -2,093.7 -1,716.2 2,471.1 3 378.8 -476.2 -4,097.5 -3,718.7 4,476.2 2 1 3 -729.7 -379.3 3,120.4 2,390.7 -3,850.1 4 -727.9 379.3 4,680.6 3,952.6 -5,408.5 2 3 615.9 604.7 -5,154.7 -4,538.8 5,770.6 4 617.2. -582.8 -7,597.3 -6,980.1 8,214.5 3 3 -202.8 3L.6 -350.0 -552.8 147-2 4 -201.5 -20.7 -457.6 -659.1 256.1 4 3 378.8 476.2 -4,097.5 -3,718.7 4,476.2 4 380.1 -454.3 -6,011.4 =5,631.3 6,391.5 3 1 4 -727.9 -379.3 4,680.6 3,952.6 -5,408.5 5 -726.2 379.3 6,240.7 5,514.5 -6,967.0 2 4 617.2 582.8 -7,597.3 -6,980.1 8,214.5 5 618.5 -561.0 -9,950.0 -9,331.5 10,568.5 3 4 -201.5 20.7 -457.6 -659.1 256.1 5 -200.2 -9.8 -520.3 -720.5 320.1 4 4 380.1 454.3 -6,011.4 -5,631.3 6,391.5 5 381.4 -432.5 -7,835.5 -7,454.2 8,216.9 4 1 5 -726.2 -379.3 6,240.7 5,514.5 -6,967.0 6 -724.5 379.3 7,800.9 7,076.5 -8,525.4 . 2 5 618.5 561.0 -9,950.0 -9,331.5 10,568.5 6 619.8 -539.2 -12,212.9 -11,593.1 12,832.7 3 5 -200'.2 9.8 -520.3 -720.5 320.1 6 -198.9 1.1 -538.0 -736.9 339.1 4 5 381.4 432.5 -7,835.5 -7,454.2 8,216.9 6 382:7 -410.7 -9,569.8 -.9,187.1 9,952.5 5 1 6 -724.5 -379.3 7,800.9 7,076.5 -8,525.4 7 -722.7 379.3 9,361.1 8,638.4 -10,083.9 2. 6 619.8 539.2 -12.,212.9 -11,593.1 12,832.7 7 621.1 -517.3 -14,386.0 -13,764.9 15,007.0 3 6 -198.9 -1.1 -538.0 -736.9 339.1 7 -197.6 12.1 -510.9 -708.4 313.3 4 6 382.7 410.7 -9,569.8 -9,187.1 9,952.5 7 384.0 -388.8 -11,214.3 -10,830.3 11,598.2 6 1 7 -722.7 -379.3 9,361.1 8,638.4 -10,083.9 . 8 -721.0 379.3 10,921.3 10,200.3 -11,642.3 "FRAME Linear Elastic analysis results_ Str No. 49 �,__.AE S-SERIES 28 Jan 97 11:52 am Page 1 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=I8PSF,WL=125MPH EXP C 540-16 22 GA. Load Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 2 7 621.1 517.3. -14,386.0 -13,764.9 15,007.0 8 622.4 -495.5 -16,469.2 -15,846.8 17,091.6 3 7 -197.6 -12.1 -510.9 -708.4 313.3 8 -196.3 23.0 -438.8 -635.1 242.5 4 7 384.0 388.8 -11,214.3 -10,830.3 11,598.2 8 385.3 -367.0 =12,768.8 -12,383.6 13,154.1 7 1 8 -728.7 -364.2 10,921.3 10,192.6 -11,6,50.0 9 -727.0 364.2 12,419.9 11,692.9 -13,146.9 2 8 632.6 482.4 -16,469.2 -15,836.6 17,101.7 9 633.9 -460.6 -18,409.2 -17,775.3 19,043.1 3 8 -196.7 -18.9 .-438.8 -635.5 242.1 9 -195.4 29.8 -338.5 -533.9 143.1 4 8 392.8 358.9 -12,768.8 -12,376.0 13,161.7 .9 394.1 -337.0 -14,200.5 -13,806.4 14,594.7 8 1 9 -763.6 -279.5 12,419.9 11,656.3 -13,183.5 10 -761.9 279.7 13,580.5 12,818.6 -14,342.4 • 2 9 682.0 385.7 -18,409.2 -17,727.2 19,091.2 10 683.3 -363.5 -19,964.4 -19,281.1 20,647.7 3 9 -197.5 -7.5 -338.5 -536.0 141.0 _ 10 -196.2 18.7 -284.1 -480.4 87.9 4 9' 429.8 290.2 -14,200.5 -13,770.7 14,630.3 10 431.1 -268.0 -15,359.0 -14,927.9 15,790.1 9 1 10 -775.2 -240.2 13,580.5 12,805.3 -14,355.7 11 -773.5 240.5 14,586.5 13,813.0 -15,359.9 2 10 701.1 327.9 -19,964.4 -19,263.3 20,665.4 11 702.4 -305.4 -21,289.9 -20,587.5 21,992.3 3 10. -196.9 -8.6 -284.1 -481.1 87.2 11 -195.6 19.9 -224.4 -420.1 28.8 4 10 444.3 245.4 -15,359.0 -14,914.7 15,803.3 11 445.6 -223.0 -16,339.3 -15,893.7 16,784.9 10. 1 11 -782.5 -209.2 14,586.5 13,803.9 -15,369.0 12 -780.8 209.6 15,470.3 14,689.5 -16,251.1 2 11 714.1 276.9 -21,289.9 -20,575.8 22,004.0- 12 715.4 -254.2 -22,411.0 -21,695.6 23,126.4 3 11 -196.3 -12.1 7224.4 -420.7 28.1 12 .-195.0 23.6 -149.3 -.344.3 -45.7 4 11 454.2 204.9 -16,339.3 -15,885.1 16,793.5 12 455.5 -182.1 -17,156.1 -16,700.6 17,611.6 11 1 12 -791.3 -165.4 15,470.3 14,678.9 -16,261.6 13 -789.6 165.9 16,.179.8 15,390.2 -16,969.4- 2 12 728.6 213.7 -22,411.0 -21,682.5 23,139.6 13 729.9 -190.5 -23,276.6 -22,546.8 24,006.5 3 12 -196.0 -12.6 -149.3 -345.3 -46.7 13 -194.7 24.3 -70.3 -265.0 -124.4 ,RAME Linear Elastic analysis results Str No. 49 L ---AE S -SERIES 28 Jan 97 11:52 am Page 2 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=I8PSF,WL=125MPH EXP C S40-16 22 GA. Load Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 4 12 465.0 156.3 -17,156.1 -16,691.1 17,621.2 13 466.3 -133.2 -17,776.0 -17,309.7 18,242.3 12 1 13 -797.9 -119.9 16,179.8 15,381.9 -16,977.7 14 -796.2 120.5 16,704.2 15,908.0 -17,500.4 2 13 739.7 147.9 -23,276.6 -22,537.0 24,016.3 ' 14 741.0 -124.3 -23,870.6 -23,129.6 24,611.6 3 13 -195.8 -13.0 -70.3 -266.1 -125.5 14 -194.5 25.0 12.7 -181.8 -207.2 4 13 473.3 105.9 -17,776.0 -17,302.7 18,249.3. 14 474.6 -82.3 -18,186.7 -17,712.1 18,661.2 13 1 14 -801.0 -82.8 16,704.2 15,903.2 -17,505.1 15 -799.2 83.5 17,073.7 16,274.5 -17,873.0 2 14 746.0 89.2 -23,870.6 -23,124.6 15 747.3 --65.1 -24,213.5 -23,466.2 .24,616.6 24,960.8 3 14 -195.4 -15.8 12.7 -182.7 -208.1."' 15 -194.1 28.2 110.5 -83.7 -304.6 4 14 477.9 59.8 -18,186.7. -17,708.7 18,664.6 15 479.2 -35.7 -18,398.9 -17,919.7 18,878.1 _ 14 1 15 -802.4 -43.2 17,073.7 16,271.3 -17,876.2 16 -800.7 44.0 17.,271.9 16,471.2 -18,072.5 2 15 749.6 27.4 -24,213.5 -23,463.8 24,963.1 16 750.9 -2.7 -24,281.9 -23,531.0' 25,032.9 3 15 -195.3 -18.4 110.5 -84.8 -305.8 16 -194.0 31.0 222.7 28.7 -416.7 4 15 480.4 11.6 -18,398.9 -17,918.5 18,879.3 16 481.7 13.2 -18,395.2 -17,913.5 18,876.9 .15 1 16 -801.9 3.2 17,271.9 16,470.0 -18,073.7 17 -800.1 -2.3 17,258.9 16,458.8 -18,059.1 2 16 749.8 -41.5 -24,281.9 -23,532.1 25,031.7 17 751.1 67.1 -24,027.7 -23,276.7 24,778.8 3 16 -195.5 -19.5 222.7 27.2 -418.2 17 -194.2 32.7 344.8 150.6 -539.0 4 16 480.1 -41.5 -18,395.2 .-17,915.1 18,875.3 17 481.4 67.1 -18,141.1 -17,659.7 18,622.5 16 1 17 -798.8 45..5 17,258.9 16,460.1 -18,057.,8 18 -797.1 -44.4 .17,042.1 16,245.0 -17,839.2 2 17 746.4 -107.5 -24,027.7 -23,281.4 24,774.1 18 747.7 133.9 - -23,445.0 -22,697.3 24,192.6 3 17 -195.7 -22.1 344.8 149.2 -540.5 18 -194.4 35.8 484.6 290.2 -679.0 4 17 477.1 -92.9 -18,141.1 -17,664.0 18,618.2 18 478.4 119.4 -17,628.6 -17,150.3 18,107.0 17 1 18 -793.1 91.1 17,042.1 16,249.0 -17,835.2 FRAME Linear Elastic analysis results Str No. 49 ,.vME S -SERIES 28 Jan 97 11:52 am Page 3 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=I8P9F,WL=125MPH EXP C S40-16 22 GA. Load Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 19 -791.4 -89.9 16,588.1 15,796.7 -17,379.5 2 18 738.5 -177.6 -23,445.0 -22,706.4 24,183.5 19 739.8 155.2 -22,610.2 -21,870.3 23,350.0 3 18 -196.1 -24.3 484.6 288.5 -680.8 19 -194.8 13.5 579.5 384.7 -774.4 4 18 470.6 -147.3 -17,628.6 -17,158.1 18,099.2 19 471.9 124.9 -16,946.1 -16,474.2 17,417.9 18 1 19 -784.7 136.6 16,588.1 15,803.4 -17,372.8 20 -771.9 -126.5 15,898.6 15,126.7 -16,670.5 2 19 729.3 -198.7 -22,610.2 -21,880.8 23,339.5 20 730.7 175.4 -21,629.5 -20,898.8 22,360.1 3 19 -195.3 -2.0 579.5 384.2 -774.8 20 -185.7 -2.6 577.9 392.2 -763.6 4 19 463.6 -152.6 -16,946.1 -16,482.5 .17,409.7 20 469.1 132.5 -16,198.8 -15,729.7 16,667.9 19 1 20 -762.4 174.9 15,898.6 15,136.2 -16,661.0 21- -748.7 -162:6 14,965.4- 14,216.7 -15,714.2 2 20 718.1 -221.1 -21,629.5 -20,911.3 22,347.6 21 719.4 196.6 -20,474.7 -19,755.2 21,194.1 3 20 -185.2 14.3 577.9 392.7 -763.1 21 -174.9 -18.0 _488.7 313.7 -663.6 4 20 459.8 -161.8 -16,198.8 -15,739.0 16,658.6 21 465.6 141.3 -15,360.7 -14,895.2 15,826.3 20 1 21 -735.9 213.5 14,965.4 14,229.6 -15,701.3 22 -721.3 -198.5 13,748.9 13,027.5 -14,470.2 2 21 704.3 -245.4 -20,474.7 -19,770.4 21,179.0 22 705.6 219.3 -19,102.7 -18,397.1 19,808.3 3 21 -173.3 29..9 488.7 315.4 -662.0 22 -162.4 -32.4 304.8 142.4 -467.2 4 21 454.8 -172.8 -15,360.7 -14,905.9 15,815.5 22 460.9 151.7 -14,402.4 -13,941.5 14,863.3 21 1 22 -697.8 269.9 13,748.9 13,051.1 -14,446.6 23 -682.1 -250.1 12,026.6 11,344.5 -12,708.7 2 22 .680.0 -289.0 -19,102.7 -18,422.6 19,782.7 23 681.3 259.9 -17,285.0 -16,603.6 17,966.3 3 22 .-158.3 48.5 304.8 .146.4 -463.1 23 -146.6 -49.0 -18.4 -164.9 -128.2 4 22 443.3 -197.2 -14,402.4 -13,959.1 14,845.8 23 449.9 174.7 -13,170.8 -12,721.0 13,620.7 22 1 23 -661:.9 299.4 12,026.6 11,364.7 -12,688.5 24 -645.4 -275.2 9,923.5 9,278.1 -10,568.9 2 23 660.5 -309.1 -17,285.0 -16,624.5 17,945.4 24 661.8 277.0 -15,139.7 -14,477.9 15,801.4 3 23 -142.6 59.7 -18.4 -161.0 -124.2 -FRAME Linear Elastic analysis results Str No. 49 `i;.7ME S -SERIES 28 Jan 97 11:52 am Page 4 Page 5 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=I8PSF,WL=125MPH EXP C - S40-16 22 GA. Load Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 24 -130.2 -58.5 -450.7 -580.9 320.5 4 23 435.9 -207.2 -13,170.8 -12,735.0 13,606.7 24 442.7 183.2 -11,741.9 -11,299.2 12,184.6 23' 1 24 -636.1 296.0 9,923.5 9,287.4 -10,559.7 25 -619.3 -269.4 7,749:0 7,129.7 -8,368.4 2 24 652.4 -298.3 -15,139.7 -14,487.3 15,792.1 25 653.7 264.7 -12,974.4 -12,320.6 13,62..8.1 3 24 -128.2 62.7 -450.7 -579.0 322.5 25 -115.6 -60.6 -924.9 -1,040.5 809.2 4 24 436.5 -197.5 -11,741.9 -11,305.4 12,178.4 25 443.5 172.7 -10,317.9 -9,874.5 10,761.4 24 1 25 -610.4 289.1 7,749.0 7,138.6 -8,359.4 26 -593.3 -260.1 5,523.0 4,929.7. .-6,116.3 2 25 644.9 -285.5 -12,974.4. -12,329.5 13,619.3 26 646.2 250.0 -10,804.0 -10,157.8 11,450.2 3 25 -113.6 64.3 -924.9 -1,038.5 811.2 _ 26. -100.8 -61.3 -1,434.1. -1,534.9 1,333.3 4' 25 437.7 -186.9 -10,317.9 -9,880.2 10,755.7 26 444.8 161.2 -8,907.2 -8,462.5 9,352.0 - 25 1_ 26 -582.6 283.2 5_,523.0 4,940.4 -6,105.6 27 -565.2 -250.8 3,201.5 2,636.3 -3,766.7 2 26 635.9 -275.3 -10,804.0 -10,168.1 11,439.9 27 637.2 237.3 -8,575.7 -7,938.6 9,212.9 3 26 -98.3 65.3 -1,434..1 -1,532.4 1,335.8 27 -85.2 -61.1 -1,983.5 -2,068.8 1,898.3 4 26 438.1 -178.6 -8,907.2 -8,469.1 9,345.3 27 445.3 151.6 -7,472.0 -7,026.7 7,917.3 26 1 27 -554.4 273.7 3,201.5 2,647.1 -3,755.9 28 -536.7 -237.1 795.8 259.2 -1,332.5 2 27 626.9 -263.2 -8,575.7 -7,948.8 9,202.7 28 628.2 222.1 -6,290.2 -5,662.0 6,918.4 3 27 -82.7 64.5 -1,983.5 -2,066.2 1,900.9 28 -69.3 -59.0 -2,565.3 .:-2,634.7 2,496.0 4 .27 438.7 -169.7 -7,472.0 -7,033.3 7,910.7 28 446.0 141.0 -6,008.8 -5,562.8 6,454.9 27 .1 28 -525.5 260.9 795.8 270.4 -1,321.3 29 -507.4 -218.9 -1,697.9 -2,205.3 1,190.5 2 28 617.6 -250.1 -6,290.2 -5,672.6 6,907.8 29 618.9 204.8 -3,926.2 -3,307.3 4,545.1 3 28 -66.6 62.0 -2,565.3 -2,631.9 2,498.7 29 -53.0 -54.7 -3,171.7 -3,224.7 3,118.6 4 28 439.2 -160.9 -6,008.8 -5,569.6 6,448.1 29 446.7. 129.9 -4,498.1 -4,051.4 4,944.7 P -FRAME Linear Elastic analysis results Str No. 49 DME S -SERIES 28 Jan 97 11:_52 am Page 5 Stephen P. Maslan &'Co. DL=STEEL WEIGHT,LL=I8PSF,WL=125MPH EXP C 540-16 22 GA. Load Combination Results Mem Load Joint Axial Shear No. Comb No. (psi) (psi) 28 1 29 -496.4 242.7 30 -478.0 -193.7 2 29 608.5 -233.9 30 609.8 183.1 3 29 -50.4 57.1 30 -36.6 -47.5 4 29 440.0 -150.9 30 447.6 116.7 29 1 30 -465.9 221.3 31 -447.1 -160.9 2 30 598.1 -218.4 31 599.4 158.2 3 30 -33.7 49.6 31 -19.7 -36.5 4 30. 440.0 -142.6 31 447.7 102.9 30 1 31 -434.8 191.6 32 -415.8 -110.7 2 31 587.0 -199.4 32 588.3 121.7 3 _ 31 -17.1 37.8 32 -2.8 -18.7 4 31 439.5 -133.8 32 447.3 83.6 31 1 32 -407.2 138.8 33 -397.6 -80.1 2 32 578.6 -161.5 33 579.2 106.7 3 32 -1.5 18.8 33 5.8 -4.3 4 32 440.5 -114.0 33 444.5 79.2 32 1 33 -388.1 117.6 34 -378.4 25.8 2 33 566.4 -161.4 34 .567.1 30.2 3 33 6.1 3.7 34 13.5 33.5 4 33 434.9 -121.1 34 438.9 39.0 33 1 34 -378.4 25.8 35 -388.1 117.6 2 34 557.8 -106.8 35 557.1 -24.3 -FRAME Linear Elastic analysis results _jOME S -SERIES Page 6 Bending (psi) -1,697.9 -4,249.1 -3,926.2 -1,488.8 -3,171.7 -3,783.3 -4,498.1 -2,934.2 -4,249.1 -6,900.1 -1,488.8 1,122.8 -3,783.3 -4,380.1 -2,934.2 -1,231.1 -6,900.1 -9,608.5 1,122.8 3,999.8 -4,_380.1 -4,886.0 -1,231.1 717.1 -9,608.5 -10,993.1 3,999.8 5,696.4 -4,886.0 -5,032.1 717.1 1,938.5 -10,993.1 -12,384:7 5,696.4 8,598.8 -5,032.1 -4,580.4 1,938.5 4,363.2 -12,384.7 -10,993.1 8,598.8 9,847.9 Top Normal (psi) -2,194.3 -4,727.1 -3,317.7 -878.9 -3,222.1 -3,819.8 -4,058.0 -2,486.7 -4,714.9 -7,347.2 -890.7 1,722.2 -3,817.0 -4,399.8 -2,494.2 -783.5 7,335.0 -10,024.2 1,7,09.8 4,588-.1 -4,397.2 -4,888.8 -791.7 1,164.3 -10,015.7 -11,390.7 4,578.4 6,275.7 -4,887.5 -5,026.3 1, 157. 6 2,383.0 -11,381:2 -12,763.1 6,262.9 9,165.9 -5,026.0 -4,567.0 2,373.4 4,802.1 -12,763.1 -11,381.2 9,156.6 10,405.0 Bot Normal (psi) 1,201.5 3,771.1 4,534.7 2,098.6 3,121.3 3,746.7 4,938.1 3,381.8 3,783.2 6,453.0 2,086.9 -523.4 3,749.5 .4,360.4 3,374..2 1,678.8 6,465.3- 9,192.7 ,465.39,192.7 -535.8 -3,411.6 4,363.0 4,883.2 1,670.6 -269.8 9,201.2 10,595.5 -3,421.2 -5,117.2 4,884.5 5,037.8 -276.6 -1,494.1 10,604.9 12,006.3 -5,130.0 -8,031.7 5,038.2 4,593.9 -1,503.6 -3,924.4 12,006.3 10,604.9 -8,041.0 -9,290.8 Str No. 49 28 Jan 97 11:52 am Stephen P. Maslan &'Co. DL=STEEL WEIGHT,LL=I8PSF,WL=125MPH EXP C Page 7 S40-16 22 GA. Load Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 3 34 8.8 -35.0 -4,580.4 -4,571.6 4,589.2 35 1.5 72.2 -2,956.3 -2,954.9 2,957.8 4 34 429.6 -98.1 4,363.2 4,792.8 -3,933.7 35 425.6 15.9 6,090.0 6,515.6 -5,664.4 34 1 35 -397.6 -80.1 -10,993.1 -11,390.6 10,595.5 36 -407.2 138.8 -9,608.4 -10,015.7 9,201.2 2 35 556.9 -2,8.8 9,847.9 10;404.8 -9,291..0 36 556.2 -26.0 9,865.9 10,422.2 -9,309.7 3 35 -5.4 -72.0 -2,956.3 -2,961.8 2,950.9 36 -12.7 86.6 -1,953.0 -1,965.6 1,940.3 4 35 422.1 -56.4 6,090.0 6,512.1 -5,667.9 36 418.2 21.6 6,583.2 7,001.3 -6,165.0 35 1 36 -415.8 -110.7 -9,608.4 -10,024.2. .9,192.7 37. -434.8 191.6 -6,900.1 -7,334.9 6,465-.3 2 36 556.7 -12.0 9,865.9 10,422.7 -9,309.2 37 555.4 -65.7 9,385.1 9,940.5 -8,829.7 3 36 -18.5 -85.6 -1,953.0 --1,971.5 1,934.4- ,934.437 37 -32.9 104.6- -248.9 -281.8 216.1 4 36 415.7 -50.1 6,583.2 6,998.9 -6,167.4 37 407.9 -.1 7,031.1 7,439.0 -6,623.2 36 1 37 -447.1 -160.9 -6,900.1 -7,347.2 6,453.0 38 -465.9 221.3 -4,249.0 -4,714.9 3,783.2 2 37 558.6 27.0 9,385.1 9,943.7 -8,826.4 38 557.3 -87.2 8,593.2 9,150.6 -8,035.9 3 37 -40.0 -102.1 -248.9 -289.0 208.9 38 -54.1 115.2 1,257.8 1,203.6 -1,311.9 4 37 406.9 -28.3 7,031.1 7,438.1 -6,624.2 38 399.3 -11.4 7,147.8 7,547.0 -6,748.5 37 1 38 -478.0 -193.7 -4,249.0 -4,727.0 3,771.0 39 -496.4 242.7 -1,697.9 -2,194.3 1,201.4 2 38 561.5 54.5 8,593.2 9,154.7 -8,031.7 39 560.2 -105.3 7,659.1 8,219.3 -7,098.9 3 38 -60.8 -111.8 1,257.8 ..1,197:0 -1,318.5 39 -74.6 121.4 2,621.0 2,546.4 -2,695.5 4 38 399.2 -11.9 7,147.8 7,547.0 -6,748.5 _ 39 .391.7 -22.3 7,087.2 7,478.9 -6,695.5. 38 1 39 -507.4 -218.9 -1,697.9 -2,205.2 1,190.5 40 -525.5 260.9 795.9 270.4 -1,321.3 2 39 564.5 78.7 7,659.1 8,223.6 -7,094.5 40 563.2 -123.9 6,606.2 7,169.4. -6,042.9 3 39 -80.2 -117.7 2,621.0 2,540.7 -2,701.2 40 -93.8 125.1 3,882.9 3,789.1 -3,976.7 4 39 392.3 3.7 7,087.2 7,479.5 -6,694.9 40 384.9 -34.7 6,887.5 7,272.4 -6,502.7 7RAME Linear Elastic analysis results. Str No. 49 .L -,-AE S -SERIES 28 Jan 97 11:52 am Page 7 Stephen P. Maslan &'Co. DL=STEEL WEIGHT,LL=I8PSF,WL=125MPH EXP C S40-16 22 GA. Load Combination Results. Mem Loa Joa.nt Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 39 1 40 -536.7 -237.1 795.9 259.2 -1,332.5 41 -554.4 273.7 3,201.5 2,647.1 -3,756.0 2 40 568.2 98.5 6,606.2 7,174.4 -6,037.9 41 566.9 -139.6 5,484.8 6,051.7 -4,917.9 3 40 -99.3 -120.8 3,882.9 3,783.6 -3,982.2 41 -112.7 126.3 5,046.8 4,934.1 -5,159.4 4 40 386.0 17.4 6,887.5 7,273.6 -6,501.5 41 378.7 -46.1 6,588.6 6;967.3 -6,209..9 40 1 41 -565.2 -250.8 3,201.5 2,636.4 -3,766.7 42 -582.6 283.2 5,523.1 4,940.5 -6,105.7 2 41 572.2 116.3 5,484.8 6,057.0 -4,912.6 42 570.9 -154.2 4,308.8 4,879.7 -3,738.0 3 41 -117.7 -121.6 5,046.8 4,929.0 -5,164.5 42 -130.8. 125.8 6,122.3 5,991.5. 76,253.1 4 41, 380.3 30.5 6,588.6 6,968.9 -6,208_.3 42 373.1 -57.5 6,205.6 6,578.7 -5,832.5 41 1 42 -593.3 -260.1 5,523.1 4,929.8 -6,116.4- 6,116.443 43 -610.4 289.1 7,749.1 7,138.7 -8,359.5 2 42 576.5 131.6 4,308.8 4,885.4 -3,732.3 43 575.2 -167.1 3,098.1 3,673.3 -2,522.9 ' 3 42 -135.7 -120.5 6,122.3 5,986.6 -6,258.0 43 -148.5 123.5 7,111.4 - 6,962.9 -7,259.9 4 42 375.1 42.8 6,205.6 6,580.7 -5,830.5 43 368.0 -68.5 5,754.5 6,122.5 -5,386.5 42 1 43 -619.4 -269.4 7,749.1 7,129.7 -8,368.4 44 -636.1 296.0 9,923.6 9,287.4 -10,559.7 2 43 580.3 148.6 3,098.1 3,678.3 -2,517.8 44 579.0 -182.3 1,825.7 2,404.6 -1,246.7. 3 43 -152.4 -118.7 7,111.4 6,959.0 -7,263.7 44 -165.0 120.7 8,032.0 7,867.0 -8,196.9 4 43 370.0 56.7 5,754.5 6,124:5 -5,384.5 44 363.1 -81.4 5,223.5 5,586.5 -4,860.4 43 1 44 -645..4 -275.2 9,923.6 9,278.1 -10,569.0 45 _-661.9 299.4 12,026.7 11,364.8 -12,688.6 2 44 584.6 163.4 1,825.7 2,410.2 -1,241.1 45 583.3 -195.5 512.3 1,095.5 71.0 3. 44 -168.8 -115.3 8,032.0 7,863.2 -8,200.8- 8,200.845 45 -181.2 116.5 8,880.2 8,699.1 -9,061.4 4 44 365.5 69.6 5,223.5 5,589.0 -4,857.9 45 358.7 -93.5 4,626.4 4,985.1 -4,267.7 44 1 45 -682.1 -250.1 12,026.7 11,344.6 -12,708.7 46 -697.8 269.9 13,748.9 13,051.1 -14,446.7 2 45 596.0 152.2 512.3 1,108.3 83.8 46 594.7 -181.3 -592.3 2.5 1,187.0 -FRAME Linear Elastic analysis results. Str No. 49 .SOME S -SERIES 28 Jan 97 11:52 am Page 8 Stephen P. Maslan & Co. DL=STEEL WEIGHT, LL=I8PSF,WL=125MPH EXP C 540-16 22 GA. Load Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 3 45 -189.2 -102.9 8,880.2 8,691.0 -9,069.5 46 -201.0 102.4 9,560.0 9,359.0 -9,761.0 4 45 364.6 67.0 4,626.4 4,990.9 -4,261.8 46 358.0 -89.5 4,108.0 4,466.0 -3,750.0 45 1 46 -721.3 -198.5 13,748.9 13,027.6 -14,470.3 47 -735.9 213.5 14,965.5 14,229.6 -15,701.4 2 46 609.9 120.7 -592.3. 17.7 1,202..2 47 608.6 -146.8 -1,382.2 -773.5 1,990.8 3 46 -210.3 -81.7 9,560.0 9,349.7 -9,770.2 47 -221.1 79.2 10,034.9 9,813.8 -10,256.1 4 46 365.2 53.1 4,108.0 4,473.2 -3,742.8 47 359.1 -74.3 3,731.8 4,090.9 -3,372.7 46 1 47 -748.7 -162.6 14,965.5 14,216.8 -15,714.3 48 -762.4 174.9 15,898.6 15,136.2 -16,661:0 2 47 617.2 104.8 -1,382.2 -764.9 1,999.4 48 615.9 -129.3 -2,029.5 71,413.5 2,645.4 3 47 -226.0 -63.9 10,034.9 9,808.9 -10,261.0 48 -236.3 60.2 10,377.9 10,141.7 -10,614.2 4 47 363.3 49.5 3,731.8 4,095.2 -3,368.5 48 357.6 -70.0 3,401.2 3,758.8 -3,043.6 47 1 48 -771.9 -126.5 15,898.6 15,126.7 -16,670.5 53 -784.7 136.6 16,588.2 15,803.5 -17,372.9 2 48 622.9 90.2 -2,029.5 -1,406.6 2,652.3 53 621.6 -113.6 -2,563.7 -1,942.2 3,185.3 3 48 -239.6 -45.2 10,377.9 10,138.3 -10,61.7.5 53 -249.2 40.6 10,602.8 10,353.6 -10,852.0 4 48 361.3 47.4 3,401.2 3,762.5 -3,039.9 53 355.8 -67.4. 3,100.4 3,456.2 -2,744.5 . 48 1 49 -792_.5 -96.4 -17,071.0 -17,863.5 16,278.5 53 -790.8 95.2 -16,588.2 -17,379.0 15,797.4 2 49 625.4 103.3 3,027.5 3,652.9 -2,402.1 53 626.7 -80.8 2,563.7 3,190.4 -1,937.0 3 49 -252.3 -16.7 -10,714.0 -10,966.2 10,461.7 53 .-251.0 27.4 -10,602.8 -10,853.8 10,351.8 4 49 357.6 71.1 -2,798.6 -2,441.0 3,156.2 53 358.9 -48.6. -3,100.4 -2,741.5 3,459.3, 49 1 49 -797.4 -38.6 17,071.0 16,273.6 -17,868.5 50 -799.2 39.6 17,258.9 16,459.8 -18,058.1 2 49 631.2 57.6 -3,027.5 -2,396.3 3,658.7 50 629.9 -79.1 -3,355.9 -2,726.0. 3,985.8 3 49 -252.8 1.7 10,714.0 10,461.1 -10,966.8 50 -254.1 -12.1 10,680.8` 10,426.7 -10,934.9 4 49 361.8 45.0 2,798.6 3,160.4 -2,436.8 50 360.5 -66.5 2,530.8 .2,891.3 -2,170.3 7RAME Linear Elastic analysis results- Str No, 49 i.�ME S -SERIES 28 Jan 97 11:52 am Page 9 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=I8PSF,WL=125MPH EXP C Page 10 S40-16 22 GA. Load Combination Results Mem Loa Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 50 1 50 -800.1 -2.3 17,258.9 16,458.8 -18,059.1 51 -801.9 3.2 17,271.9 16,470.0 -18,073.7 2 50 632.9 49.6 -3,355.9 -2,722.9 3,988.8 51 631.6 -64.4 -3,622.7 -2,991.1 4,254.3 3 50 -253.3 23.9 10,680.8 10,427.5 -10,934.1 51 -254.6 -31.0 10,552.3 10,297.7 -10,806.9 4 50 363.2 49.6 2,530.8 2,894.0 -2,167.5 51. 361.9 -64..4 2,264.0 2,625.9 -1,902..1 51 1 51 -800.7 44.0 17,271.9 16,471.2 -18,072.5 52 -802.4 -43.2 17,073.8 16,271.4 -17,876.2 2 51 634.3 27.1 -3,622.7 -2,988.4 4,257.0 52 633.0 -41.6 -3,778.6 -3,145.6 4,411.6 3 51 -252.3 45.9 10,552.3 10,300.0 -10,804.6 52 -253.6 -52.9 10,327.9 10,074.3 -10.,581.5 4 51 365.1 43:0 2,264.0 2,629.1 -1,898.9 52 363.8 -57.4 2,035.9 2,399.7 -1,672.2 52 1 52 -799.2 83.5' 17,073.8 16,274.6 -17,873.0 54 -801.0 -82.8 16,704.2 15,903.3 -17,505.2 2 52 634.3 9.7 -3,778.6 -3,144.3 4,412.9 . 54 633.0 -23.9 -3,853.1 -3,220.1 4,486.1 . 3 52 -250.6 65.6 10,3.27.9 10,077.3 -10.,578.6 54 -251.9 -72.4 10,021.5 9,769.5 -10,273.4 4 52 366.2 39.1 2,035.9 2,402.2 -1,669.7 54 364.9 -53.3 1,830.8 2,195.7 -1,465.9 S3 1 54 -796.6 117.7 16,704.2 15,907.6 -17,500.8 55 -798.3 -117.0 16,191.5 15,393.2 -16,989.8 2 54 633.4 -3.7 -3,853.1 -3,219.7 4,486.5 55 632.1 -10.3. -3,867.4 -3,235.3 4,499.5 3 54 -248.6 83.3 10,021.5 9,772.9 -10,270.0 55 -249.9 -90.1 9,642.6 9,392.8 -9,892.5 4 54 366.9 37.3 1,830.8 2,197.7 -1,463.9 55 365.6 -51.3 1,637.1 2,002.7 -1,271.6 54 1 55 -789.-0 168.8 16,191.5 15,402.5 -16,980.5 56 .-790.7 -168.3 15,470.3 14,679.5 -16,261.0 2 55 631.5 -30.9 -3,867.4 -3,235.9 4,498.8 56 630.2 17.1. -3,764.6 -3,134.4 4,394.7 . 3. 55 -243.5 106.2 9,642.6 9,399.2 -9,886.1 56 -244.8 -112.9 9,173.9 8,929.2 -9,418.7 4 55 368.1 27.4 1,637.1 2,005.3 -1,269.0 56 366.8 -41.2 1,490.3 1,857.1 -1,123.4 55 1 56 -780.8 209.6 15,470.3 14,689.5 -16,251.1 57 -782.5 -209.2 14,586.5 13,803.9 -15,369.0 2 56 628.4 -50.2 -3,764.6 -3,136.2 4,393.0 57 627.1 36.5 -3,581.8 -2,954.7 4,208.9 ,RAME Linear Elastic analysis results - Str No.- 49. L.ME S -SERIES 28 Jan 97 11:52 am Page 10 Page 11 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=I8PSF,WL=125MPH EXP C 540-16 22 GA. Load Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 3 56 -238.5 125.6 9,173.9 8,935.4 -9,412.4 57 -239.8 -132.3 8,629.6 8,389.8 -8,869.4 4 56 368.5 21.9 1,490.3 1,858.8 -1,121.8 57 367.2 -35.6 1,368.8 1,736.0 -1,001.6 56 1 57 -773.5 240.5 14,586.5 13,813.0 -15,360.0 58 -77.5.2 -240.2 13,580.5 12,805.3 -14,355.7 2 57 625.1 -61..6 -3,581.8 -2,956.7 4,206..9 58 623.8 48.0 -3,352.3 -2,728.5 3,976.1 3 57 -234.3 141.8 8,629.6 8,395.4 -8,863.9 58 -235.6 -148.5 8,021.9 7,786.3 -8,257.5 4 57 368.3 20.8 1,368.8 1,737.1 -1,000.5 58 367.0 -34.5 1,253.1 1,620.1 -886.0 57 1 58 -762.1 279.1 13,580.5 12,818.4 -14,342.6 59 -763.8 -278.9 12,422.2 11,658.4 -13,186.1 2 58 620.6 -79.5 -3,352.3 -2,731.7 3,972.9 59 619.3 65.9 -3,050.3 -2,431.1 3,669.6 • 3 58 -227.8 160.3 8,021.9 7,794.2 -8,249.7 59 -229.1 -167.0 7,342.6 7,113.5 -7,571.6 4 58 368.3 15.8 1,253.1 1,621.4 -884.7 59 367.0 -29.4 1,159.1 1,526.1 -792.1 58 1 59 -726.7 364.8 12,422.2 11,695.5 -13,148.9 60 -728.4 -364.8 10,921.3 10,192.9 -11,649.7 2 59 607.6 -136.7 -3,050.3 -2,442.8 3,657.9 60 606.3 123.0 -2,516.1 -1,909.8 3,122.3 3 59 -208.4 192.2 7,342.6 7,134.2 -7,550.9 60 -209.7 -199.0 6,537.8 6,328.1 -6,747.4 4 59 368.0 .-12.9 1,159.1 1,527.0 -791.1 60 366.7 -.7. 1,184.3 1,550.9 -817.6 59 1 60 -721.0 379.3 10,921.3 10,200.3 -11,642.3 61 -722.7 -379.3 9,361.1 8,638.4 -10,083.9 2 60 603.7 -135.1 -2,516.1 -1,912.3 3,119.8 61 602.4 121.5 -1,988.2 -1,385.8 2,590.6 3 60 -205.-6 203.1 6,537.8 6,332.1 -6,743.4 61 .-206.9 -210.0 5,688.0 5,481.1 -5,895.0 4 60 366.6 -6.6 1,184.3 1,550.9 -817.7 61 3.65.3 -7.0- 1,183.5 1,548.8 -818.2 60 1 61 -722.7 379.3 9,361.1 8,638.4 -10,083.9 62 -724.5 -379.3 7,800.9 7,076.5 -8,525.4 2 61 602.4 -121.5 -1,988.2 -1,385.8 2,590.6 62 601.1. 107.8 -1,516.5 -915.4 2,117.6 3 61 -206.9 210.0 5,688.0 5,481.1 -5,895.0 62 -208.2 -216.8 4,810.2 4,602.0 -5,018.4 4 61 365.3 7.0 1,183.5 1,548.8 -818.2 62 364.0 -20.7 1,126.6 1,490.6 -762.6 -FRAME Linear Elastic analysis results _ Str No. -'49 DOME S -SERIES 28 Jan 97 11:52 am Page 11 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=I8PSF,WL=125MPH EXP C S40-16 22 GA. Load Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 61 1 62 -724.5 379.3 7,800.9 7,076.5 -8,525.4 63 -726.2 -379.3 6,240.7 5,514.5 -6,967.0 2 62 601.1 -107.8 -1,516.5 -915.4 2,117.6 63 599.8 94.2 -1,100.9 -501.1 1,700.7 3 62 -208.2 216.8 4,810.2 4,602.0. -5,018.4 63 -209.5 -223.6 3,904.3 3,694.8 -4,113.8 4 62 364.0 20.7 1,126.6 1,490.6 -762.6 63 362.7 -34.3 1,013.6 1,376.3 -650.9. 62 1 63 -726.2 379.3 6,240.7 5,514.5 -6,967.0 64 -727.9 -379.3 4,680.6 3,952.6 -5,408.5 2 63 599.8 -94.2 -1,100.9 -501.1 1,700.7 64 598.5 80.5 -741.5 -142.9 1,340.0 3 63 -209.5 223.6 3,904.3 3,694.8 -4,113.8 64 -210.8 7230.4 2,970.3 2,759.5 -3,.181.2 - 4 63 362.7 34.3 1,013.6 1,376.3 -650.9- 64 361.4 -47.9 844.4 1,205.8 -483.0 63 1 64 -727.9 379.3 4,680.6 3,952.6 -5,408.5 65 -729.7 -379.3 3,120.4 2,390.7 -3,850.1 2 64 598.5 -80.5 -741.5 -142.9 1,340.0 65 597.2 66.9 -438.2 159.0 1,035.4 3 64 -210.8 230.4 2,97.0.3 2,759.5 -3,181.2 65 -212.1 -237.3 2,008.3 1,796.2 -2,220.4 4 64 361.4 47.9 844.4 1,205.8 -483.0 65 360.1 -61.6 619.1 979.2 -259.0 64 1 65 -729.7 379.3 3,120.4 2,390.7 -3,850.1 66 -731.4 -379.3 1,560.2 828.8 -2,291.6 2 65 597.2 -66.9 -438.2 159.0 1,035.4 66 595.9 53.3 -191.0 404.9 786.9 3 65 -212.1 237.3 2,008.3 1,796.2 -2,220.4 66 -213.4 -244.1 1,018.2 804.7 -1,231.6 4 65 360.1 61.6 619.1 979.2 -259.0 66 358.8 -75.2 337.6 696.4 21.2 65 1 1 .-733.2- -379.3 0.0 7733.2 -733.2 2 .-731.4 379.3 1,560.2 828.8 -2,291.6 2 1 613.3 648.4 0.0 613.3 613.3 2 614.6 -626.5 -2,622.3 '-2,007..7 3,236.9 3 1 -205.4 53.5 . 0.0 -205.4 -205.4 2 -204.1 -42.5 -197.4 -401.5 -6.7 4 1 376.2 519.9 0.0 376.2 376.2 2 377.5 -498.0 -2,093.7 -1,716.2 2,471.1 66 1 66 -731.4 379.3 1,560.2 828.8 -2,291.6 67 -733.2 -379.3 0.0 -733.2 -733.2 2 66 595.9 -53.3 -191.0 404.9 786.9 67 594.6 39.6 0.0 594.6 594.6 ,RAME Linear Elastic analysis results Str No. -49 L. -AE S -SERIES 28 Jan 97 11:52 am Page 12 i Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=I8PSF,WL=125MPH EXP C S40-16 22 GA. Load Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No.. Comb No. (psi) (psi) (psi) (psi) (psi) 3 66 -213.4 244.1 1,018.2 804.7 -1,231.6 67 -214.7 -250.9 0.0 -214.7 -214.7 4 66 358.8 75.2 337.6 696.4 21.2 67 357.5 -88.9 0.0 357.5 357.5 Notes: 1. Axial stress is positive for tension.. 2. Shear stress is positive for positive shear. - 3. Bending stress is for top of member. Bending stress is positive for tension. 4. Top Normal stress = Axial + Bending. Bottom Normal stress = Axial - Bending. -FRAME Linear Elastic analysis results Str No. 49 --.,JME S -SERIES 28 Jan 97 11:52 am Page 13 61 otation (rad) .00890 -.01995 -.00361 -.01692 .00886 -.01989 -.00360 -.01687 .00875 -.01970 -.00359 -.01672 .00856 -:01939 -.00357 -.01647 .00830 -.01896 -.00355 -.01614 .00796 -.01843 -.00352 -.01572 .00754 -.01778 -.00349 -.01521 ..00705 -.01703 -.00347 -.01463 .00648 -.01619 -.00345 -.01398 .00585 -.01525 Str No. 49 28 Jan 97 11:52 am Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=I8PSF,WL=125MPH EXP C S40-16 22 GA. *** JOINT DISPLACEMENTS *** Load Combination Results Joint Load X-Displ. Y-Displ. R Number Combination (in) (in) 1 1 0.00000 0.00000 2 0..00000 0.00000 3 0.00000 0".00000 4 0.00000 0.00000 2 1 -.05352 7.00.015 2 .11989 .00013 3 .02166 -.00004 4 .10168 -00008 3 1 -.10658 -.00030 2 .23902 .00025 3 .04326 -.00008 4 .20274 .00-016 4 1 -.15874 -.00045 2 .35664 .00038 3 .06475 -.00013 4 .30260 .00023 . 5 1 -.20954 -.00060 2 .47203 .00051 3 .08611 -.00017 4 .40070 .00031 6 1 -.25852 -.00075 2 .58453 .00064 3 .10731 -.00021 4 .49652 .00039 7 1 -.30524 -.00090 2 .69347 .00077 3 .12835 -.00025 " 4 .58955 00047 8 1 -.34923 -.00105 2 .79822 .00089 3 .14923 -.00029 4 .67930 .0005*5 9 1 -.39005 -.00035 2 .89817 -.00105 3 .16999 -.00076 4 .76534 -.00116 10 1 -.42723 .00451 2 .99272 -.01369 RAME Linear Elastic analysis results ,_,SME S-SERIES Page 1 61 otation (rad) .00890 -.01995 -.00361 -.01692 .00886 -.01989 -.00360 -.01687 .00875 -.01970 -.00359 -.01672 .00856 -:01939 -.00357 -.01647 .00830 -.01896 -.00355 -.01614 .00796 -.01843 -.00352 -.01572 .00754 -.01778 -.00349 -.01521 ..00705 -.01703 -.00347 -.01463 .00648 -.01619 -.00345 -.01398 .00585 -.01525 Str No. 49 28 Jan 97 11:52 am Stephen P. Maslan'& Co. DL=STEEL WEIGHT,LL=I8PSF,WL=125MPH EXP C S40-16 22 GA. Load Combination Results Joint Load X-Displ. Y-Displ. Number Combination (in) (in) 3 .19064 -.00360 4 .84721 -.01214 11 1 -.46041 .01058 2 1.08139 -.03021 3 .21120 -.00751 4 .92455 -.02658 12 1 -.48925 .01705 2 1.16371 -.04899 3 .23170 -.01226 4 .99703 -.04315 13 1 -.51344 .02388 2 1.23929 -.07075 3 .25215 -.01824 4 1.06433 -.06256 14 1 7.53268 .03051 2 1.30775 -.09481 3 .27257 -.02551 4 1.12620 -.08435 15 1 -.54673 .03605 2 1.36877 -.11952 3 .29299 -.03389 4 1.18239 -.10717 16 1 -.55535 .03988 2 1.42209 -.14429 3 .31344 -.04351 4 1.23274 -.13061 17 1 -.55834 .04129 2 1.46749 -.16869 3 .33396 -.05468 4 1.2.7708 -.15451 18 1 -.55554 .03934 2 1.50481 -.19139 3 .35459 -.06741 4 1.31532 -.17786 19 1 -.54682 .03301 2 1.53398 -.21153 3 .37539 -.08198 4 1.34744 -.20013 20 1 -.53209 .02111 FRAME Linear Elastic analysis results ,..SME S -SERIES Page 2 Rotation ( rad) -.00344 -.01325 .00515 -.01423 -.00342 -.01247 .00441' -.01315 -.00341 -.01164 .00361 -.01199 -.00341 -.01076 .00276 -.01078 -.00341 -.00983 .00188 -.00952 -.00341 -.00888 .00096 -.00822 -.00342 -.00789 .00001 -.00689 -.00343 -.00688 -.00097 -.00554 -.00346 -.00587 -.00196 -.00418 -.00349 -.00485 -.00296 Str No. 49 28 Jan 97 11:52 am Stephen P. Maslan & Co. • DL=STEEL WEIGHT,LL=I8PSF,WL=125MPH EXP C S40-16 22 GA. Load Combination Results Joint Load X-Displ. Number Combination (in) 2 1.55497 3 .39640 4 1.37342 21 1 -.51133 2 1.56775 3 .41763 ..4 1.39326t 22 1 -.48454 2 1.57229 3 .43906 4 1.40691 23 1 -.45172 _2 1-56844 3 .46061 4 1.41423 24 1 -.41302 2 1.55613 3 .48215 4 1.41510 25 1 -.36910 2 1.53583 3 .50345 4 1.40977 26 1 -.32089 2 1.50833 3 .52422 4 1.39872 27 1 -.26945 2 1.47448 3 .544.14 4 1.38242 28 1 -.21603 2 1.43521 3 .56278 4 1.36139 29 1 -.16213 2 1.39164 3 57961 4 1.33622 P -FRAME Linear Elastic analysis results )ME S -SERIES Page 3 Y-Displ. (in) -.22787 -.09865 -.22050 .00218 -.23908 -.11778 23814 -.02572 -.24345 -.13992 -.25200 .-.06751 -.23822 -.16720 -.26100 -.12489 -.21967 -.19900 -.26200 =.19474 -.18712 -.23273 -.25326 -.27709 -.13991 -.26809 -.23414 -.37340 -.07629 -.30526 -.20338 -.48405 .00528 -.34374 -.15958 -.60977 .10719 -.38287 -.10061 Rotation (rad) -.00282 -.00352 -.00382 -.00397 -.00145 -.00356 -.00280 -.00497 -.00007 -.00359 -.00176 -.00597 .00135 -.00360 -.00069 -.00692 .00274 -.00358 .00039 -.00771 .00401 -.00352 .00138 -.00835 .00515 -.00340 .00230 -.00879 .00614 -.00323 .00314 -.00901 .0 0696 -.00297 .00388 -.00895 .00758 -.00262 .00452 Str No. 49 28 Jan 97 11:52 am 'Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=I8PSF,WL=125MPH EXP C S40-16 22 GA. Load Combination Results. Joint Load X-Displ. Y-Displ. Number Combination (in) (in) 30 1 -.10967 -.75014 2 1.34513 .23192 3 .59395 -.42109 4 1.30764 -.02383 31 1 -.06123 -.90719 2 1.29750 .38670 3. 60485 -.45626 4 1.27656 .07729 32 1 -.02088 -1.07994 2 1.25154 .58385 3 .61080 -.48152 4 1.24440 .21538 33 1_ -.00554 -1.17278 2 1.23071 .71252 3 61117 -.48374 4 1.22.871 .31231 34 1 .00016 -1.26956 2 1.21529 .95180 3 60776 -.43348 4 1.21535 .51850 35 1 .00617 -1.17278 2 1.22314 1.05468 3 .61599 -.31266 4 1.22525 65448 36 1 .02121 -1.07994 2 1.22305 1.05194 3 .62673 -.24748 4 1.23030 .68347 37 1 .06156 -.90719 2 1.21199 .1.00285 3 .65012 -.14819 4 1.23303 .69343 38 1 .11000 -.75014 2 1.19017 .93128 3 .67393 -.07141 4 1.22777 .67553 39 1 .16246 -.60978 2 1.16046 .85132 3 .69667 -.01081 4 1.21598 .64352 FRAME Linear Elastic analysis results -.;JME S -SERIES Page 4 • Rotation (rad) -.00853 .00794 -.00214 .00503 -.00761 .00796 -.00147 .00536 -.00584 .00740 -.00049 .00540 -.00430 .00667 .00025 .00520 0.00000 .00400 .00200 .00400 .00430 .00059 .00338 .00206 .00584 -.00089 .00375 .00111 .00761 -.00294 .00398 -.00034 .00853 -.00442 .00390 -.00151 .00895 -.00555 .00364 -.00249 Str No. 49 28 Jan 97 11:52 am Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=I8PSF,WL=125MPH EXP C S40-16 22 GA. Load Combination Results. Joint Load X-Displ. Number Combination (in) 40 1 .21636 2 1.12469 3 .71741 4 1.19862 41 1 .26978 2 1.08423 3 .73545 4 1.17640 42 1 .32122 2 1.04021 3 .75028 4 1.14993 43 1 .36943 2 .99358 3 .76149 4 1.11974' 44 1 .41335 . 2 .94519 3 .76874 4 1.08633 45 1 .45204 2 .89580 3 .77173 4 1.05012 46 1 .48486 2 .84611 3 .77037 4 1.01160 47 1 .51165 2 .79663 ., 3 .76479 4 .97123 48 1 .53241 2 .74768 3 .75516 4 .92934 49 1 .55585 2 .65222 3 .72414 4 .84180 FRAME Linear Elastic analysis results -JME S -SERIES Page 5 Y-Displ. (in) -.48406 .76759 .03741 .60272 -.37341 .68363 .07469 .55653 -.27710 .60113 .10242 .50689 -.19475 .52149 .12157 .45535 -.12490 .44462 .13314 .40228 -.06752 .37153 .13766 .34875 -.02573 .30850 .13604 .29994 .00217 .25727 .13039 .25821 .02110 .21309 .12182 .22046 .03940 .14115 .09891 .15470 Rotation (rad) .00901 -.00643 .00324 -.00335 .00879 -.00710 .00275 -.00410 .00835 -.00760 .00217 -.00476 .00771 -.00796 .00154 -.00533 .00691 -.00819 .00086_ -.00583 00597 -.00829 .00013 -.00625 .00497 -.00829 -.00059 -.00660 .00397 -.00822 -.00127 -.00687 .00296 -.00811 -.00194 -.00710 .00096 -.00780 -.00322 -.00748 Str No. 49 28 Jan 97 11:52 am Stephen P. Maslan & Co. • = DL=STEEL WEIGHT,LL=I8PSF,WL=125MPH EXP C 540-16 22 GA. Load Combination Results. Joint Load X-Displ. Number Combination (in) 50 1 .55862 2 .60598 3 .70297 4 .79648 51 1 .55562 2 .56086 3 .67822 4 .75030 52 1 .54698 2 .51692 3 .65004 4 .70338 53 1 .54714. 2 .69949 3 .74157 4 .88614. 54 1 .53293 2 .47417 3 .61856 4 .65580 55 1 .51367 2 .43262 3 .58397 4 .60765 56 1 .48946 2 .39224 3 .54642 4 .55900 57 1 .46060 2 .35299 3 .50612 4 .50989 58 1 .42740 2 .31481 3 .46325 4 .46037 59 1 .39020 2 .27760 3 .41801 4 .41048 ,RAME Linear Elastic -analysis results j --LIE S -SERIES Y-Displ. Rotation (in) (rad) .04131 -.00001 .11304 -.00762 .08620 -.00382 .12723 -.00763 .03989 -.00096 .08842 -.00743 .07285 -.00441 .10210 -.00776 .03605 -.00188 .06769 -.00723 .05972 -.00497 .08005 -.00788 .03299 .00196 .17481 -.00797 .11117 -.00259 .18621 -:00730 .03051 -.00276 .05010 -.00703 .04694 -.00550 .06055 -.00798. .02380 -.00361 .03508 -.00683 .03462 -.00601 .04323 -.00807 .01705 -._00441 .02339 -.00664 .02393 -.00648 .'02923 -.00815 .01059 -.00516 .01422 -.00646 .01471 -.00692 .01786 -.00822 .00451 -.00585_ .00691 -.00629 .00670 -.00733 .00847 -.00829 -.00039 -.00649 .00172 -.00613 .00060 -.00771 .00160 -.00834 Page 6 Str No. 49 28 Jan 97 11:52 am Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=I8PSF,WL=125MPH EXP C .` S40-16 22 GA. Load Combination Results Joint Load X-Displ. Y-Displ. Rotation Number Combination (in) (in) (rad) 60 1 .34937 -.00105 -.00705 2 .24129 .00087 -.00600 3 .37062 -.00030 -.00805 4 .36025 .00052 -.00840 61 1 .30535 -.00090 -.00754 2 .20571 .00074 -.00589 3 .32132 -.00026 7.00834 4 .30967 .00045 -.00846 62 1 .25862 -.00075 -.00796 2 .17070 .00062 -.00580 3 .27037 -.00022 -.00860 4 .25874 .00037 -.00851 63 1 .20962. -.00060 -.00830 2 .13612 .00049 -.00574 3 .21802 -.00018 -.00881 4 .20748 .00030 -.00857 64 1 .15880 -.00045 -.00856 2 .10186 .00037 -.00570 3 .16454 -.00013 -.00898 4 .15592 .00022 -.00861 65 1 .10662 -.00030 -.00875 2 .06781 .00025 -.00567 3 .11018 -.00009 -.00910 4 .10410 .00015 -.00865 66 1 .05354 -.00015 -.00887 2 .03388 .00012 -.00565 3 .05524 -.00004 -.00917 4 .05210 .00007 -.00867 67 1 0.00000 0.00000 -.00890 2 0.00000 0.00000 -.00565 3 0.00000 0.00000 -.00919 4 0.00000 0.00000 -.00868 Notes: 1. Positive X -displacements -are in the positive global X direction. 2. Positive Y -displacements are in the positive global Y direction. 3. Positive Z -displacements are counter -clockwise. ,RAME Linear Elastic analysis results ,_..._.SIE S -SERIES Page 7 Str No. 49 28 Jan 97 11:52 am Page 1 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=I8PSF,WL=125MPH EXP C S40-16 22 GA. *** MEMBER FORCES **'* Load Combination Results Mem Load Axia -@ LJ Shear Q LJ BM Q LJ Axial Q GJ Shear ® GJ BM Q GJ No. Comb (kips) (kips) (K -ft) (kips) (kips) (K -ft) 1 1 .739 -.383 .191 -.737 .383 -.383 2 -.621 .633 -.322 .622 -.611 .633 3 .206 .043 -.024 -.205 -.032 .043 4 -.381 .503 -.257 .382 -.481 .503 2 1 .737 -.383 .383 -.735 383 -.574 2 -.622 .611 -:633 .623 -.589 .932 3 .205 .032 -.043 -.203 -.021 .056 4 -.382 .481 -.503 .384 -.459 .738 3 1 .735 -.383 .574 -.733 .383 -.766 2 -.623 .589 -.932 .625 -.566 1.221 3 .203. .021. -.056 -..202 -.010 .064 4 -.384 .459 -.738 .385 -.437 .962 4 1 .733 -.383 .766 -.732 .383 -.957 2 -.625 .566 -1.2.21 .626 -:544 1.499, 3 .202 .010 -:064 -.201 .001 .066 4 -.385 .437 -.962 .386 -.415 1.175 1 .732 -.383 .957 -.730 .383 -'-1.149 2 -.626 .544 -1.499 .627 -.522 1.766 3 .201 -.001 -.066 -.200 .012 .063 4 -.386 .415 -1.175 .388 -.393 1.376 6 1 .730 -.383 1.149 -.728 .383 -1.340 2 -.627 .522 -1.766 .628 -.500 2.021 3 .200 -.012 -.063 -.198 .023 .054 4 -.388 ..393 -1.376 .389 -._371 1.567 7 1 .736 -.368 1.340 -.734 .368 -1.524 2 -.639 .487 -2.021 .640 -.465 2.259 3 .199 -.019 -.054 -.197 .030 .042 4 -.397 .362 .-1.567 .398 -.340 .1.743 8 1 .771 -.282 1.524 -.769 .282 -1.667 2 -.689 .390 -2.259 .690 -.367 2.450 3 .199 -.008 -.042 -.198 .019 .035 4 -.434 .293 -1.743 .435 -.271 1.885 9 1 .783 -.243 1.667 -.781 .243 -1.790 2 -.708 .331 -2.450 .709 -.308 2.613 3 ..199 -.009 -.035 -.198 .020 .028 4 -.449 .248 -1.885 450 -.225 2.005 10 1 .790 -.211 1.790 -.788 .212 -1.899 2 -.721 .280 -2.613 .722 -.257 2.751 `-FRAME Linear Elastic analysis results _ Str No. 49 `,---DOME S -SERIES 28 Jan 97 11:52 am Page 1 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=I8PSF,WL=125MPH EXP C S40-16 22 GA. Load Combination Results Mem Load Axial @ LJ Shear @ LJ BM @ LJ No. Comb (kips) (kips) (K -ft) 3 .198 -.012 -.028 4 -.459 .207 -2.005 11 1 .799 -.167 1.899 2 -.736 .216 -2.751 3 .198 -.013 -.018 4 -.470 .158 -2.106 12 1 .806 -.121 2 -.747 .149 3 .198 -.013 4 -.478 .107 13 1 .809 -.084 2 -.753 .090 - 3 .197 -.016 4 -.483 .060 - 14 1 .810 -.044 2 -.757 .028 3 .197 -.019 4 -.485 .012 1 .810 .003 2 -.757 -.042 3 .197 -.020 4 -.485 -.042 16 1 .807 .046 2 -.754 -.109 3 .198 -.022 4 -.482 -.094 - 17 1 .801 .092 2 -.746 -.179 - 3 .198 -.025 4 -.475 -.149 - 18 1 .792 .138 2 -.736 -.201 - 3 .197 -.002 4 -.468 -.154 - 19 1 .770 .177 2 -.725 -.223 - 3 187 .014 4 -.464 -.163 - 20 1 .743 .216 '-?RAME Linear Elastic analysis results L:_%AE S -SERIES 1.9"86 -2.857 -.009 -2.182 2.050 2.930 .002 2.232 2.096 -2.972 .014 -2.258 2.120 -2.980 .027 -2.258 2.118 -2.949 .042 2.227 2.092 2.877 .059 2.164 2.036 2.775 .071 2.080 1.951 2.655 .071 1.988 1.837 Page 2 Axial @ GJ (kips) -.197 .460 -.797 .737 -.197 .471 -.804 .748 -.196 .479 -.807 .755 -.196 .484 -.809 .758 -.196 .486 -.808 .758 -.196 .486 -.805 .755 -.196 .483 -.799 .747 -.197 .476 -.779 .738 -.188 .474 -.756 .726 -.177 .470 EMPA 3 Shear @ GJ (kips) .024 -.184 .168 -.192 .025 -.134 .122 -.126 .025 -.083 .084 -.066 .028 -.036 .044 -.003 .031 .013 .002 .068 .033 .068 -.045 .135 .036 .121 -.091 .157 .014 .126 -.128 .177 -.003 .134 -.164 .199 -.018 .143 -.200 Str No. 49 28 Jan 97 11:52 am Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=I8PSF,WL=125MPH EXP C S40-16 22 GA. Load Combination Results .280 1.858 Mem Load Axial @ LJ Shear @ LJ BM @ LJ Axial @ GJ No. Comb (kips) (kips) (K -ft) (kips) 1.266 2 -.711 -.248 -2.513 .713 .176 3 .175 .030 .060 -.164 1.053 4 -.459 -.175 -1.885 .465 21 1 .705 .273 1.687 -.689 .737 2 -.687 -.292 -2.345 .688 .389 3 .160 .049 .037 -.148 .183 4 -.448 -.199 -1.768 .454 22 1 .668 .302 1.476 -.652 .151 2 -.667 -.312 -2.121 .668 3 .144 .060 -.002 -.131 4 -.440 -.209 -1.617 .447 23 1 .642 .299 1.218 -.625 2 -.659 -..301 -1.858. .660 3 .129 .063 -.055 -.117 4 -.441 -.199 -1.441 .448 24 1 .616 .292 .951 -.599 2 -.651 -.288 -1.592 .653 3 .115 .065 -.114 -.102 ' 4 -.442 -.189 -1.266 .449 25 1 .588 .286 .678 -.571 2 -.642 -.278 -1.326 .643 3 .099 .066 -.176 -.086 4 -.442 -.180 -1.093 .450 26 1 .560 .276 .393 -.542 2 -.633 -.266 -1.053 .634 3 .083 .065 -.243 -.070 4 -.443 -.171 -.917 .450 27 1 .531 .264 .098 -.512 2 -.624 -.253 -.772 .625 3 .067 .063. -.315 -.054 4 -.444 -.162 -.737 .451 28 1 .501 .245 -.208 -.483 2 -.614 -.236 -.482 .616 3 .051 .058 -.389 -.037 4 -.444 -.152 -.552 .452 29 1 .470 224 -.522 -.451 2 -.604 -.221 -.183 .605 3 .034 .050 -.464 -.020 4 -.444 -.144 -.360 .452 P -FRAME Linear Elastic analysis results -)ME S -SERIES Page 3 Shear @ GJ (kips) .221 -.033 .153 -.253 .262 -.05.0 .176 BM @ GJ (K -f t) 2.345 -.037 1.768 -1.476 2.121 .002 1.617 -.278 -1.218 .280 1.858 -.059 .055 .185 1.441 -.272 -.951 ..267 1.592 -.061 .114 .174 1.266 -.263 -.678 .252 1.326 -.062 .176 .163 1.093 -.253 -.393 .240 1.053 -.062 .243 .153 .917 -.239 -.098 .224 .772 -.060 .315 .142 .737 -.221 .208 .207 .482 -.055 .389 .131 .552 -.196 .522 .185 .183 -.048 .464 .118 .360 -.163 .847 .160 -.138 -.037 .538 .104 .151 Str No. 49 28 Jan 97 11:52 am Stephen P. Maslan & Co. �. DL=STEEL WEIGHT,LL=I8PSF,WL=125MPH EXP C S40-16 22 GA. Load Combination Results Mem Load Axial Q LJ Shear a LJ BM Q LJ No. Comb (kips) (kips) (K -ft) 30 1 .439 .193 -.847 2 -.593 -.201 .138 3 .017 .038 -.538 4 -.444 -.135 -.151 31 1 .411 .140 -1.179 -.322 2 -.584 -.163 .491 -.125 3 .002 .019 -.600 -.845 .4 -.445 -.115 .088 32 1 .392 .119 -1.349 Str No. 49 2 -.572 -.163 .699 3 -.006 .004 -.618 4 -.439 -.122 .238 33 1 .382 .0.26 -1.520 2 -.563 -.108 1.055 3 -.009 -.035 -.562 4 -.434 -.099 .536 34 1 .401 -.081 -1.349 2 -.562 -.-029 1.209 3 .005 -.073 -.363 4 -.426 -.057 .747 35 1 .420 -.112 -1.179 2 -.562 -.012 1.211 3 .019 -.086 -.240 4 -.420 -.051 .808 36 1 .451 -.163- -.847 2 -.564 .027 1.152 3 .040 -.103 -.031 4 -.411 -.029 .863 37 1 .483 -.196 -.521 2 -.567 .055 1.055 3 .061 -.113 .154 ' 4 -.403 -.012 .877 38 1 .512 -.221 -.208 2 -.570 .079 .940 3 .081 -.119 .322 4 -.396 .004 .870 39 1 .542 -.239 .098 2 -.574 .099 .811 3 .100 -.122 .477 4 -.390 .018 .845 7RAME Linear Elastic analysis results LAME S -SERIES Page 4 Axial @ GJ (kips) -.420 .594 -.003 .452 -.401 .585 .006 .449 -.382 .573 .014 .443 -.392 .563 .001 .430 -.411 .562 -.013 .422 -.439 .561 -.033 .412 -.470 .563 -.055 .403 -.501 .566 -.075 .396 -.531 .569 -.095 .389 -.560 .572 -.114 .382 Shear Q GJ (kips) -.112 .123 -.019 .084 -.081 .108 -.004 .080 .026 .031 .034 .039 .119 -.025 .073 .016 .140 -.026 .087 .022 .193 -.066 .106 0.000 .224 -.088 .116 -.012 BM @ GJ (K -f t) 1.179 -.491 .600 -.088 1.3.49 -.699 .618 -.238 1.520 -1.055 .562 -.536 1.349 -1.209 .363 -.747 1.179 -1.211 .240 -.808 .847 -1.152 .031 -.863 .521' -1.055 - . 154' -.877 .245 .208 -.106 -.940 .123 -.322 -.022 -.870 .264 -.098 -.125 -.811 .126 -.477 -.035 -.845 .276 -.393 -.141 -.673 .128 -.619 -.047 -.809 - Str No. 49 28 Jan 97 11:52 am Stephen P. MAslan & Co. DL=STEEL WEIGHT,LL=I8PSF,WL=125MPH EXP C 540-16 22 GA. Load Combination Results Mem Load Axial @ LJ Shear @ LJ BM @ LJ No. Comb (kips) (kips) (K -ft) 40 1 .571 -.253 .393 2 -.578 .117 .673 3 .119 -.123 .619 4 -.384 .031 .809 41 1 .599 -.263 2 -.582 .133 3 °.137 -.12.2 4 -.379 .043 42 1 .625 -.272 2 -.586 .150 3 .154 -.120 4 -.374 .057 43 1 .652 -.278 2 -.590 .165 3 .17.0 -.116 4 -.369 .070 44 1 .689 -.253 2 -.602 .154 3 .191 -.104 4 -.368 .068 45 1 .728 -.200 2 -.616 .122 3 .212 -.082 4 -.369 .054 46 1 .756 -.164 2 -.623 .106 3 .228 -.064 4 -.367 .050 47 1 .779 -.128 2 -.629 .091 3 .242 -.046 4 -.365 .048 48 1 .800 -.097 - 2 -.631 .104 3 .255 -.017 4 -.361 .072 49 1 .805 -.039 2 -.637 .058 3 .255 .002 4 -.365 .045 7RAME Linear Elastic analysis results ,,,ME S -SERIES .678 .529 .751 .762 .951 .380 .873 .706 1.218 .224 .986 .641 1.476 .063 1-090 .568 1.687 -.073 1.173 .504 1.837 -.170 1.232 .458 1.951 -.249 1.274 .417 2.095 .372 1.315 -.343 2.095 -.372 1.315 .343 Page 5 Axial @ GJ (kips) -.588 .576 -.132 .377 -.616 .581 -.150 .372 -.642 .585 -.167 .367 -.668 .589 -.183 .362 -.705 .601 -.203 .362 -.743 .615 -.223 .363 -.770 .622 -.239 .361 -.792 .628 -.252 .359 -.799 .633 -.253 .362 -.807 .636 -.257 .364 Shear @ GJ (kips) .286 -.156 .127 -.058 .292 -.169 .125. -.069 .299 -.184 .122 -.082 .302. -.197 .118 -.094 .273 -.183 .103 -.090 .216 -.148 .080 -.075 .177 -.131 .061 -.071 .138 -.115 .041 -.068 .096 -.082 .028 -.049 BM @ GJ (K -f t) -.678 -.529 -.751 -.762 -.951 -.380 -.873 -.706 -1.218 -.224 -.986 -.641 -1.476 -.063 -1.090 -.568 -1.687 .073 -1.1.73 -.504 -1.837 .170 -1.232 -.458 -1.951 .249 -1.274 -.417 -2.036 .315 -1.301 -.381 2.036 -.315 1.301 .381 .040 -2.118 -.080 .412 -.012 -1.311 -.067 -.311 _ Str No. 49 28 Jan 97 11:52 am Stephen'P. Maslan & Co. DL=STEEL WEIGHT,LL=I8PSF,WL=125MPH EXP C S40-16 22 GA. Load Combination Results Mem Load Axial Q LJ Shear @ LJ No. Comb (kips) (kips) 50 1 .808 -.002 -.201 2 -.639 .050 -.383 3 .256 .024 -.212 4 -.367 .050 51 1 .809 .044 2 -.641 .027 3 .255 .046. 4 -.369 .043 52 1 .807 .084 2 -.641 .010 3 .253 .066 4 -.370 .039 53 1 .804 .119 2 -.640 -.004 3 .251 .084 4 -.370 .038 54 1 .797 .170 2 -.638 -.031 3 .246 .107 4 -.372 .028 55 1 .788 .212 2 -.635 -.051 3 .241 .127 4 -.372 .022 BM @ LJ (K -f t) 2.118 -.412 1.311 .311 56 1 .781 .243 2 -.631 -.062 3 .237 .143 4 -.372 .021 57 1 .770 .282 2 7.627 -.080 3 .230 .162 4 -.372 .016 58 1 .734 .368 2 -.614 -.138 3 .210 .194 4 -.372 -.013 59 1 .728 .383 2 -.610 -.136 3 .208 .205 4 -.370 -.007 ,RAME Linear Elastic analysis results t,ME S -SERIES 2.120 -.445 1.295 .278 2.096 -.464 1.268 .250 2.050 -.473 1.230 .225 1.987 -.475 1.183 .201 1.899 -.462 1.126 .183 1.790 -.440 1.059 .168 1.667 -.411 .985 .154 1.525 -.374 .901 .142 1.340 -.309 .802 .145 Page 6 Axial @ GJ (kips) -.810 .638 -.257 .365 -.810 .639 -.256 .367 -.809 .639 -.254 .368 -.806 .638 -.252 .369 -.798 .636 -.247 .370 -.790 .633 -.242 .371 -.783 .630 -.238 .371 -.771 .625 -.231 .371 -.736 .612 -.212 .370 -.730 .608 -.209 .369 Shear @ GJ (kips) .003 -.065 -.031 -.065 -.044 -.042 -.053 -.058 -.084 -.024 -.073 -.054 -.118 -.010 -.091 -.052 -.170 .017 -.114 -:042 -.211 .037 -.134 -.036 -.243 .048 -.150 -.035 BM @ GJ (K -f t) -2.120 .445 -1.295 -.278 -2.096 .464 -1.268 -.250 -2.050 .473 -1.230 -.225 -1.987 .475 -1.183 -.201 -1.899 .462 -1.126_ -.183 -1.790 .440 -1.059 -.168 -1.667_ .411 - .985' -.154 -.282 -1.525 .067 .374 -.169 -.901 -.030 -.142 -.368 -1.340 .124 .309 -.201 =.802 -.001 -.145 -.383 -1.149 .123 .244 -.212 -.698 -.007 -.145 Str No. 49 28 Jan 97 11:52 am Notes: 1. Positive axial forces act in the positive local (member) x direction. 2. Positive shear forces act in the positive local (member) y direction. 3.1 Positive bending moments act counter -clockwise. FRAME Linear Elastic analysis results Str No. 49 '-COME S-SERIES28 Jan 97 11:52 am Page 7 Stephen P. Maslan & Co. s DL=STEEL WEIGHT,LL=I8PSF,WL=125MPH EXP C S40-16 22 GA. Load Combination Results Mem Load Axial @ LJ Shear @ LJ BM @ LJ Axial ,@ GJ Shear @ GJ BM @ GJ No. Comb (kips) (kips) (K -ft) (kips) (kips) (K -ft) 60 1 .730 .383 1.149 -.732 -.383 -.957 2 -.608 -.123 -.244 .607 .109 .186 3 .209 .212 .698 -.210 -.219 -.590 4 -.369 .007 .145 .368 -.021 -.138 61 1 .732 .383 .957 -.733 -.383 -.766 2 -.607 -.109 -.186 .606 .095 .135 3 .210 .219. .:590 -.212 -.226 -.479 4. -.368 .021 .138 .366 -.035 -.124 62 1 .733 .383 .766 -.735 -.383 -.574 2 -.606 -.095 -.135 .604 .081 .091 3 .212 .226 .479 -.213 -.233 -.365 4 -.366 .035 .124 .365 -.048 -.104 _63 1 .735 .383 .574 -.737 -.383 -.383 2 -.604 -.081 -.091 603 .068 .054 3 .213 .233 .365 -.214 -.240 -.246 4 -:. 3.65 .048 .104 364 -.062 =.076 64 1 .737 .383 .383 -.739 -.383 -.191 2 -.603 -.068 -.054 .602 .054 .023 3 .214 .240 .246 -.216 -.246 -.125 4 -.364 .06.2 .076 .362 -.076 -.041 65 1 .740 -.383 0.000 -.739 383 -.191 2 -.619 .655 0.000 .621 -.633 .322 3 .207 .054 0.000 -.206 -.043 .024 4 -.380 .525 0.000 .381 -.503 .257 66. 1 .739 .383 .191 -.740 -.383 0.000 2 -.602 -.054 -.023 .600 .040 0.000 3 .216 .246 .125" -.217 -.253 0.000 4 -.362 .076 .041 .361 -.090 0.000 Notes: 1. Positive axial forces act in the positive local (member) x direction. 2. Positive shear forces act in the positive local (member) y direction. 3.1 Positive bending moments act counter -clockwise. FRAME Linear Elastic analysis results Str No. 49 '-COME S-SERIES28 Jan 97 11:52 am Page 7 r�.. Stephen P. Maslan- & Co. _f.. DL=STEEL WEIGHT,LL=I8PSF,WL=125MPH EXP C S40-16 22 GA. *** INITIALIZING DATA *** Job Description: DL=STEEL WEIGHT, LL=I8PSF,WL=125MPH EXP C Frame Description: 540-16 22 GA. Structure Parameters Analysis Options Members 66 Linear Elastic Analysis Joints ............ 67 Imperial Units Springs ............ 0 Sections .......... 4 Load Case 1 specified as self -weight Materials ......... 1 Load Cases ........ 3 Load Combinations . 4 User Name: DOME S -SERIES Stephen P. Maslan & Co. 8011 Paseo suite 201 Kansas City, Mo. 64131 P -FRAME 1.06 (c) Copyright 1982 - 1990 Softek Services Ltd. Head Office.: 2034 West 12th Avenue, Suite 2 Vancouver, B.C. VGJ 2G2 Canada Phone: (604)73273763 Fax: (604)732-8467 Softek assumes no responsibility for the accuracy, validity or applicability of the results of P -FRAME. .7RAME Linear Elastic analysis results Str No. 49 1,,AAE S -SERIES 28 Jan 97 11:52 am Page l Z - Degree of Freedom 1 1 1 1 1 1 1 l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 l 1 1 1 1 1 1 1 1 l 1 , 1 1 1 1 1 1 1 1 1 l 1 1 RAME Linear Elastic analysis results Str No. 49 L..ME S -SERIES 28 Jan 97 11:52 am Page 2 ' Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=I8PSF,WL=125MPH EXP C S40-16 22 GA. *** JOINT DATA *** Joint X - coord.: Y - coord. X - Degree Y - Degree Number (feet) (feet) of Freedom of Freedom 1 0 0 0 0 2 0 .5 1 1 3 0 1 1 1 4 0 1.5 1 1 5 0 2 1 1 6 0 2.5 1 1 7 0 3 1 l 8 0 3.5 1 1 9 .0104 4 1 1 10 078 4.5 1 1 11 .172 5 1 1 12 .287 5.5 1 1 13 .432 6 1 1 14 .609 6.5 1 1 15 . 81.3 7 1 l 16 1.047 7.5 1 1 17 1.318 8 1 1 ." 18 1.625- 8.5 1 1 19 1.974 9 1 l 20 2.369 9.5 1 1 21 2.818 10 1 1 ?2 3.333 10.5 1 1 23 3.964 11 1 1 24 4.7 11.5 1 l 25 5.49 12 1 1 26 6.339 12.5 1 1 27 7.27 13 1 1 28 8.3 13.5 1 1 29 9.46 14 1 1 30 10.79. 14.5 1 1 31 12.4 15 1 1 32 14.52 15.5 1 1 33 16.037 15.75 l 1 34 19.71 16 1 1 35 23.383 15.75 1 1 ' 36 24.9 15.5 1 1 37 27.02 15 1 1 38 28.63 14.5 1 1 3.9 29.96 14 1 1 40 31.12 13.5 1 1 41 32.15 13 1 l 42 33.081 12.5 1 1 43 33.93 12 1 1 44 34.72 11.5 1 1 45 35.456 11 1 1 46 36.087 10.5 1 1 47 36.602 10 1 1 48 37.051 9.5 1 1 Z - Degree of Freedom 1 1 1 1 1 1 1 l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 l 1 1 1 1 1 1 1 1 l 1 , 1 1 1 1 1 1 1 1 1 l 1 1 RAME Linear Elastic analysis results Str No. 49 L..ME S -SERIES 28 Jan 97 11:52 am Page 2 ' Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=I8PSF,WL=125MPH EXP C 540-16 22 GA. Joint X-*coord. Y - coord. X - Degree Y - Degree Z - Degree Number (feet) (feet) of Freedom of Freedom of Freedom 49 37.8 8.5 1 1 1 50 38.102 8 1 1 1 51 38.373 7.5 1 1 1 52 38.607 7 1 1 1 53 37.446 9 l 1 1 54 38.811 6.5 1 1 1 55 38.99 6 1 1 1 56 39.133 5.5- 57 .5 57 39.248 5 1 1 1 58 39.342 4.5 1 1 l 59 39.41 4 1 1 1 60 39.42 3.5 1 1 1 61 39.42 3, 1 1 1 62 39.42 2.5 1 1 1 63 39.42 2 1 1 1 64 39.42 1.5 1 1 1 65 39.42 1 1 1 1 66 39.42 .5 1 1 l 67 39..42 0 0 0 1 Note: Degree of Freedom: 0=restrained 1=free j=coupled to joint 'j' -------------------------------------------------------------------------------- *** SECTION PROPERTY DATA *** Sec X -sectional Mom. Inertia Shear Area Section'Mod Plastic Moment No. Area (in2) (in4) (in2) (in3) Capacity (K -ft) 1 1.9085 11.8328 1.9085 2.7728 0 2 1.5508 9.63198 1.5508 2.2565 0 3 1.1902 7.4049 1.1902 1.734 0 4 1.0098 6.289 1.0098 1.4728 0 Sec. Database No. Code Name 1 16 GA 2 18 GA 3 20 GA 4 22 GA ?RAME Linear -Elastic analysis results Str No. 49 LuME S -SERIES 28 Jan 97 11:52 am Page 3 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=I8PSF,WL=125MPH EXP C 540-16 22 GA. Notes: 1. Non -zero Cross-sectional Area and Moment of Inertia are mandatory. 2. For non -zero Shear Area, shear stresses are calculated. 3. For non -zero Shear Area and Shear Modulus, secondary deflections due to shear are included (linear elastic analysis only). 4. For non -zero Elastic Section Modulus (S), stresses are calculated. 5. Non -zero Plastic Moment Capacity is mandatory for plastic analysis. *** MATERIAL PROPERTY DATA *** Material Youngmod Shearmod Density Number (ksi) (ksi) (K/ft3) 1 29000 12000 .5 Coeff Exp Fy Yield (/F*1.E-6) (ksi) 6.5 50 Notes: 1. Elastic Modulus (Young's Modulus) is mandatory. 2. For non-ze.ro Shear Modulus. and Shear Area, secondary deflections due to shear are included (linear elastic analysis only). 3. Non -zero density is required if self -weight is specified and member weight is to be considered (linear elastic and plastic analysis). . 4. Non -zero Thermal Coefficient of Expansion is required for thermal loads. (linear elastic and plastic analysis). 5. Non -zero., Yield Stress is mandatory for plastic analysis. *** MEMBER CONNECTIVITY DATA *** Member Lower Greater Section Material Lower Greater Attribute Number Joint Joint Number Number End Type End Type Type 1 2 3 4 1 1 1 1 2 3 4 4 1 1 1 1 3 4 5 4 1 1 1 1 4 5 6 4 1 1 1 1 5 6 7 4 1 1 1 1 6 7 8 4 1 1 1 1 7 8 9 4 1.: 1 1 1 8 9 10 4 1 1 1 1 9 10 11 4 1 1 1 1 10 11 12 4 1 1 1 1 11 12 1,3 4 1 1 1 l 12 13 14 4 1 1 1 1 13 14 15 4 1 1 1 1 14 15 16 4 1 1 1 1 15 16 17 4 1 1 1 1 16 17 18 4 1 1 1 1 17 18 19 4 1 1 1 1 18 19 20 4 1 1 1 1 19 20 21 4 1 1 1 1 Length (ft) , .5 .5 .5 .5 .5 :5 .5001 .5045 .5088 .5131 .5206 .5304 .5400 .5520 .5687 .5867 .6098 .6372 .6720 ,RAME Linear Elastic analysis results Str No. 49 l:.)NIE S -SERIES 28 Jan 97 11:52 am Page 5 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=I8PSF,WL=125MPH EXP C S40-16 22 GA. Member Lower Greater Section Material Lower Greater Attribute Length Number Joint Joint Number Number End Type End Type Type (ft) 20 21 22 4 1 1 1 1 .7178 21° 22 23 4 1 1 .1 1 .8051 22 23 24 4 1 1 1 1 .8898 23 24 25 4 1 1 1 1 .9349 24 25 26 4 1 1 1 1 .9853 25 26 27 4 1 1 1 1 1.0568 26 27 28 4 1 1 1 1 1.1449 27 28 29 4 1 1 1 1 1.2632 28 29 30 4 1 .1 1 1 1.4209 29 30 31 4 1 1 1 1 1.6859 30 31 32 4 1 1 1 1 2.1782 31 32 33 4 1 1 1 1 1.5375 32 33 34 4 1 1 1 1 3.6815 33 34 35 4 1 1 1 1 3.6815 34 35 36 4 1 1 1 1 1.5375 .35 -36 37 4 1 1 1 1 2.1782 36 37_ 38 4 1 1 1 1 1.6859 37 38 39 4 1 1 1 1 1.4209 38 39_ 40 4 1 1 1 1 1.2632 39 40 41 4 1 1 1 1 1.1449 40 41 42 4 1 1 1 1 1.0568 41 42 43 4 1 1 1 1 .9853 42 43 44 4 1 1 1 1 .9349 13 44 45 4 1 1 1 1 .8898 44 45 46 4 1 1 1 1 .8051 45 46 47 4 1 1 1 1 .7178 46 47 48 4 1 1 1 1 .6720 47 48 53 4 1 1 1 1 .6372 48 49 53 4 1 1 1 1 .6126 49 49 50 4 1 1 1 1 .5841 50 50 51 4 1 1 1 1 .5687 51 51 52 4 1 1 1 1 .5520 52 52 54 4 1 1 1 1 .5400. 53 54 55 4 1 1 1 1 .5311 54 55 56 4 1 1 1 1 5200 55 56 57 4 1 1 1 1 .5131 56 57 58 4 1 1 1 1 .5088 57 58 59 4 1 1 1 1 ..5046 58 59 60 4- 1 1 1 1 .5001 59 60 61 4 1 1 1 1 .5 60 61 62 4 1 1 1 1 .5 61 62 63 4 1 1 1 1 .5 62 63 64 4 1 1 1 1 .5 63 64 65- 4 1 1 1 1 .5 64 65 66 4 1 1 1 1 .5 65 1 2 4 1 1 1 1 .5 66 66 67 4 1 1 1 1 .5 ,RAME Linear Elastic analysis results Str No. 49 L-ivlE S -SERIES 28 Jan 97 11:52 am Page 5 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=I8PSF,WL=125MPH EXP C S40-16 22 GA. Notes: 1. Member End Types: 1=fixed (rigid connection) 0=pinned (pinned connection) 2.. Attribute Type 0 indicates that the member has been deleted. ,RAME Linear Elastic analysis results b,,tVIE S -SERIES Page 6 Str No. 49 28 Jan 97 11:52 am Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=I8PSF,WL=125MPH EXP C S40-16 22 GA. *** LOAD INITIALIZING DATA *** load # loaded # support # loaded describe case joints settlemnts members load case 1 0 0 0 STEEL WEIGHT 2 0 0 41 LIVE LOAD 3 0 0 66 WIND LOAD Note: Load Case 1 specified as self -weight. Joint and Member load data for Load Case 1 is ignored. Self -weight is automatically calulated. ----------------------------- MEMBER LOAD DATA *** load case 2 - member distributed loads Rec Mem Sloped UDL Prod. UDL Local UDL Local UDL No. No. K/ft slope K/ft,horiz k/ft perp K/ft parll 5 18 0 -.036 0 0 6 19 .0 - .036 0 0 7 20 0 -.036 0 0 8 21 0 -.036 0 0 9 22 0 -.036 0 0 1 23 0 -.036 0 0 _1 24 0 -.036 0 0 12 25 0 -.036 0 0 13 26 0 -.036 0 0 14 27 0 -.036 0 0 15 28 0 -.036 0 0 16 29 0 -.036 0 0 17 30 0 -.036 0 0 18 31 0 - .036 0 0 19 32 0 -.036 0 0 20 33 0 -.036 0 0 21 34 0 -.036 0 0 22 35 0 -.036 0 0 23 36 0 -.036 0 0 24 37 0 - .036 0. 0 25 38 0 -:036 0 0 26 39 0 -.036 0 0 27 40 0 -.036 0 0 28 41 0 -.036 0 0- 29 42 0 -.036 0 0 30 43 0 -.036 0 0 31 44 0 - .036 0 0 32 45 0 -.036 0 0 33 46 0 -.036 0 0 34 47 0 -.036 0 0 'RAME Linear Elastic analysis results 1,44E S -SERIES Page 7 Triangular K/ f t @ GJ Thermal Change (F) 0 0 0 0 0 0 0 0 .0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Str No. 49 28 Jan 97 11:52 am 19 a Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=I8PSF,WL=125MPH EXP C S40-16 22 GA. load case 3 - member distributed loads Rec Mem Sloped UDL Prod. UDL Local UDL Local UDL Triangular Thermal No. No. K/ft slope K/ft horiz k/ft perp K/ft parll K/ft @ GJ Change (F) 1 1 0 0 -.05881 0 0 0 2 2 0 0 -.05881 0 0 0 3 3 0 0 -.05881 0 0 0 4 4 0 0 -.05881 0 0 0 5 5 0 0 -.05881 0 0 0 6 6 0 0 -.05881 0 0 0 7 7 0 0 -.05881 0 0 0 8 8 0.. 0 -. 05881 0 0 0 9 9 0 0 -.05881 0 0 0 10 10 0 0 -.05881 0 0 0 11 11 0 0 -.05881 0 0 0 12 12 0 0 -.05881 0 0 0 13 13 0 0 -.05881 0 0 0 14 14 0 0 -.05881 0 0 0 15 15 0 0 -.05881 0 0 0 16 50 0. 0 .03675 0 0 0 17 51 0 0 .03675 0 0 0 18 52 0 0 .03675 0 0 0 19 53 0 0 .03675 0 0 0 20 54 0 0 .03675 0 0 0 21 55 0 0 .03675 0 0 0 22 56 0 0 .03675 0 0 0 3 57 0 0 .03675 0 0 0 -4 58 0 0 .03675 0 0 0 25 59 0 0 .03675 0 0 0 26 60 0 0 .03675 0 0 0 27 61 0 0 .03675 0 0 0 28 62 0 0 .03675 0 0 0 29 63 0 0 .03675 0 0 0 30 64 0 0 .03675 0 0 0 31 16 0 0 -.05881 0 0 0 32 17 0 0 .05146 0 0 0 33 18 0 0 .05146 0 0 0 34 19 0 0 .05146 0 0 0 35 20 0 0 .05146 0 0 0 36 21 0 0 .05146 0 0 0 37 22 0 0 .05146 0 0 0 38 23 0 0 .05146 0 0 0 39 24 0 0 .05146 0 0 0 40 25 0 0 .05146 0 0 0 41 26 0 0 .05146 0 0 0 42 27 0 0 .05146 0 0 0 43 28 0 0 .05146 0 0 0 44 37 0 0 .05146 0 0 0 45 38 0 0 .05146 0 0 0 46 39 0 0 .05146 0 0 0 47 40 0 0 .05146 0 0 0 48 41 0 0 .05146 0 0 0 49 42 0 0 .05146 0 0 0 ,RAME Linear Elastic analysis results i,,ME S -SERIES Page 8 Str No. 49 28 Jan 97 11:52 am Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=I8PSF,WL=125MPH EXP C S40-16 22 GA. load case 3 - member distributed loads Rec Mem Sloped UDL Prod. UDL Local UDL Local UDL Triangular Thermal No. No. K/ft slope K/ft horiz k/ft perp K/ft parll K/ft @ GJ Change.(F) 50 43 0 0 .05146 0 0 0 51 44 0 0 .05146 0 0 0 52 45 0 0 .05146 0 0 0 53 46 0 0 .05146 0 0 0 54 47 0 0 .05146 0 0 0 55 48 0 0 -.05146 0 0 0 56 49 0 0 .05146 0 0 0 57 30 0 0 05146 0 0 0 58 31 0 0 .05146 0 0 0 59 32 0 0 .05146 0 0 0 60 33 0 0 .05146 0 0 0 61 34 0 0 .05146 0 0 0 62 35 0 0 .05146 0 0 0 63 36 0 0 .05146 0 0 0 64 29 0 0 .05146 . 0 0 0 65 65 0 0 -.05881 0 0 0 66 66 0 0 03675 0 0 0 Notes: A) For Fully Distributed loads and Point Loads: - Sloped UDL, Projected UDL & Point Lds act in the global coordinate system. - Local Perpendicular, Local Parallel, Triangular Loads act in the local member coordinate -system. - Triangular Loads are 0 at the lower joint with the magnitude specified at the greater joint. B) For Partial load orientation: 1 = Global X projected ld, 2 = Global Y projected ld, 3 = Global X lateral ld 4 = Global Y gravity ld, 5 = Local y Perp ld, 6 = local x tangential ld -------------------------------------------------------------------------------- *** LOAD COMBINATION DATA *** Load Load Comb Load Comb Load Comb Load Comb Load Comb Load Comb Comb Case Fact Case Fact Case Fact Case Fact Case Fact Case Fact 1 1 1 2 1 2 1 .75 3 .75 3 1 .75 2 .75 3 .375 4 1 .75 2 .375 .3 .75 7RAME Linear Elastic analysis results Str No. 49 ,:-AME S -SERIES 28 Jan 97 11:52 am Page 9 r rY. 3 1 � 1t PERMIT N0. 5793-75B P lh E i r M s '' MH UTIL. PERMIT NO. r I PERMIT EXPIRES Z/� i OWNER Don Johnson CONTR. Assured Quality Constr— Co., Oroville j27-09-29 .LOCATION (A.P. ) �f 2950 Louis Ave., Palermo it ri 1. E Temp. Power Pole r_ Called PG&E Temp. Elec. Serv. Called PG&E Temp. �1 Temp. Ga�'<rv. 1 : lied PG&E ti• JOB FINALED (Date) .. 1 (Signature) COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING Setback Firewall Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwall Sidinci To out Slab Roof Sheathin Water Pipi4 Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Garage Vents Water Htr. Stemwall Slab Prov. for physically handicapped Heaters Appliances Carport Footings Conformance of x. structure 1 Gas Piping & Te t Temp. Gas Slab Final Sanitation Patio FIREPLACE Final Footings Footing Z -7J =��-- ELEkTIRICAL Masonry Walls Throat —��' Rough Reinf. Steel Final Fixtures Bond Beam FIRE SPRINKL S Motors Framing Test Water Htr. Stucco Final Subpanels Mesh MEC NICAL Grd. Fault Prot. 1 Scratc Heatin Service Browne/ — Cooling Temp. Pole 1 Finish Ducts A Underground Interior Lath Ventilation Permanent Door Closer Final Final DATE f z-�G"71 EMARKS OR CORRECTIONS —9--76C,/�y s1`f�ye- j4 h (J U L /o /A/ �9A, i o /`mss o idI a� �v�y uy /0 COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 S793-75 Telephone: 534-4541 , // APPLICATION AND PERMIT `9 erynu,urc ur vermrree or Mgenr / • �— ��� f Date �I—�-71 Receipt No. ;uild'ing White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant permit expires Date BUILDING Owner �� �1i h��✓ FT. OCC. BUILDING VALUATION Mailing Address v kFirepl/ace 7p--� ,,�Telephone No. /CGD 7 P-0 1 _O Contractor Sv Uc�� Zo yW g_pl C-0 i Total Valuation 50 ,. Mailing Address �' �r' Permit Fee Plan Checking Fee&/or Penalty Telephone No. Permit Fee Building Address Q PLUMBING No. @ FEE PERMIT FILING FEE $3.00 Q Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. - O Zoning &Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Fe �W. a ' ion Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Plans I Parcel Declaration Parcel Ma P 60' R/W Improvements p ovements Lawn sprinkler system 2.00 Bldg. 4ahs Recd Parcel Approval Plans Approval Permit Fee $ NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ED- ELECTRICAL No.1 @ FEE PERMIT FILING FEE $3.00 / Main service incl. 1 meter �ldf G�G!'E ,%•y2 sh >� S�u�a o• Additional meters, each 1.00 — Single Family Er Duplex ❑ Mobil Home ❑ Others ❑ Sub -panel (12 or less) (more than 12) Range, Cook -top or Oven 1.00 Water Heater or Space Heater 1.00 Light fixtures baI aID2 Receps., switches & fix outlets CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of s & Professions Code under the name style of Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 r Temp. Power Pole 5.00 License No. Classification Misc. wiring ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 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. 212 have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. certify that in the performance of the work for which this ❑ piermit .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 Heating Cooling Ventilation Hood 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 i TOTAL PERMIT FEE 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 be paid. �IRECT OR TF PUBLIC WORKS erynu,urc ur vermrree or Mgenr / • �— ��� f Date �I—�-71 Receipt No. ;uild'ing White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant permit expires Date BUTTE COUNTY PUBLIC WORKS j DEPT. REQUEST FOR'EARTHQUAKE IN�., CTION Date 4- - 7J� Name.Telephone (last name) (first name) Address r� A-� Directions ITEMS OF /CONCERN: -4���.L 0 [.. -� //,'v •� ✓e i rfib` "'-�-t i7•i-s ! ✓trt� L: % '-•'�`. G /moi C, -\-I n ____ INSPECTION Date NATURE OF DAMAGE: �' c'•�-z- S c) c �-�� s 1�"iG - • G✓ Pte../� .� � GLj�- �IDanger: Action. Inspector i F Permit#2491-88 a Don C. Johnson 2950 Louis Ave.,Palermo 9 i F Permit#2491-88 a Don C. Johnson 2950 Louis Ave.,Palermo Permit#2491-88 a Don C. Johnson 2950 Louis Ave.,Palermo COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS `...PERMIT NO.. =j 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 " APPLICATION'AND-PERMIT ASSESSOR IARCEL UMBER ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION r i OWNER'S MAILING ADDRESS a,i 5`0 �.f+ ,� �U - �G/CrMU CONTRACTOR'S NAME y JA,Je (��.Lr��� c(f1C TELEPHONE 5��-��% CONTRACTOR'S MAILING ADDRESS i a.kPresf Or. 0-)r rw, Fireplace CONS RUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Sb ca , 4 Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 �a (fir Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF[:] Duplex❑ Mobilehome❑ OtherfQes Ce Lt Ger(.%c. Q SPECT Py Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 0.00 ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: /ti ems, e ���'ft Se rc,"C_ I- i v^ic,(e T L_._ r ,.Aa -,crLt%Ce [ F. -4e Penult Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 f i e00V OR LESS Main service 100 AMP OR LESS 10.00 0 - Main service EA. ADD'L 100 AMP 2.50 4 UG 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. % /h License No. _y�'� Classification -/ V Fl 1, 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 DWELLING OCCUP.y\ yzQsgft NEW CONST. (OR ADDNS. ACC. BLDGS. / NEW CONSTR. MULTI -OUTLET 2.50 ea NON•R ESID .BRA CH CIRC TS POWER APPARATUS e (SINGLE OUTLET CIR. ) zoeeoe EX. OCCIIp OUTLETS OR FIXTURES DALM 30 )RE A.) 2.00 Ex. Occup. OUTLETS FIXED P(RESI0.) Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 lti,60 Permit Fee $ -7.0G Contractor 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 r 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 l 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 against saidounty,in,consequen a of the granting of this permit. X A _9 Date Signature of Applicant - Owner El 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 $ Energy Inspection Fee $ TOTAL PERMIT FEE $ 7 /OG Occup -1 CONST.TYP[ ISCHOOLIFLOO.11..r.11.1 PO 1=17F= 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. DIRECTOR OF PUBLIC WORKS B (�/,/..„w-)n-.+. By- a �^. Date PERMIT EXPIRES Date CW Receipt No. � / ? '1 � WHITE-O.P.W.. YELLOW-Aee[e SDR, PINK -INSPECTOR. GOLDENROD -APPLICANT k COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS -PERMLT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSESSOR ARCEL UMBER �- 0 _ xlg ZONING BUILDING PERMIT OWNER DfV TELEPHONE SO. FT. OCC. BUILDING VALUATION OW R'S MAILING ADDRESS �; all S L : S e 1 -tae. r,r- U CONTRACTOR'S NAME g- 'e - T LE ONE CONTRACTOR'S MAILING AOPRESS auk reSOr v a 0 t Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS y� 9 Penult fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 �a I e -r- Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each pas water heater or vent 5.00 USE OF STRUCTURE SF [I Duplex❑ Mobilehome❑ Other New E< -e SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W I J 0.00ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Uttilities ❑ Installation[] Other ❑ Describe work: /IJ Pc...3 P, fee br S It- -u i L V.e%11"Ce 0f4 06(e r sewi)tc. ( P -se --t.) Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100v OR LESS 100 AMP OR LESS 10.00 (� ar, Main service EA. ADD'L 100 AMP 2.50 e9LOa CONTRACTORS LICENSE LAW of perjy (Check One): I declare under penaltyperjury tZ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professi� de and my license is in full force and effect. License No. :SS Classification El 1. 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.sI) +/zQsgft DR ACDNS. ACC. BLDGS. NEW CONST R. '.OUTLET NON.RESID .BRA CH CIRC ITS 2.50 ea POWER APPARATUS e SINGLE OUTLET CIR. EX. Occup(OUTLETS OR FIXTURES 00* SALO 30 FIXED AP EX. OCCup. OUTLETS PLNS (RESID.)REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 bo g Permit Fee $ Contractor 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. f�I 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 FiIingFee 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 County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue k again said ounty ' consequen of the granting of this RAN X 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 $ Energy Inspection Fee $ TOTAL PERMIT FEE $ '� `QO Occu P. CONST.TYPE ISC1100LIFLo OD PARCEL PD I ND I ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By4� PERMIT EXPIRES Dat the applicable provi- resolutions to do fees have been paid. WORKS Datte "e -S41 / V Receipt No. a� ? s ° WHITE-O.P.W., YELLOW-ASSC33011. PINK -INSPECTOR. GOLDENROD -APPLICANT JOHNSON SON 4.2KW PHOTOVOLTAIC AIC ARRAY -GROUND MOUNTED WITH 22A DECREE TILT PROPERTY LINES and PV LAYOUT PROPERTY LINES _ APN , 027-090G9,r SCALE: 1 / 64" ® 1 APpR V O " nvi eUfteB ous at ENVIRONMENTAL HEALTH EXISTING SEPTIC SYSTEM JAN.o •7095 TY CENTER DRIVE s 569 88" _ EXISTING RESIDENCE PROJECT GARAGE ME 1� M®� Z O Q �o a w (o O Z > O Q U c`o = =)--j 4 LLl 00 J ce) CL --.) J ? Ln O u O M a N O .74 .. • 2 0 AMP MAIN SERVICE �p1 >rn. ®� o0 4 ® "UNC 175' O UWWao u tv 51'-616' i v1 52, S,. 259 _5�z., / 10f GROUND MOUNTED 4.2KV'J SOLAR PHOTOVOLTAIC ARRAY @ 22 DEGREE TILT 0 DRAWING TYPE .. - PV LAYOUT JOB: _ JOHNSON 4.2KW _ DRAWN BY: ' - ATOM MCCAMBRIDGE " 415/747.7039 T' SCHEDULE 80 PVC PROPERTY OF SUNPOWER 3 GEOTHERMAL ENERGY CO., INC. 18" MIN DEPTH DATE ' (CONDUCTOR RUN: AC) CONFIDENTIAL THIS DRAWING AND ANY DATA, DESCRIPTION, AND. OTHER 1/12/05 INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THEscAle EXCLUSIVE PROPERTY OF SUNPOWER i & GEOTHERMAL ENERGY CO., (NC. AND 910' PUBLISHED. moa OR IN PART, FOR ANY PURPOSEWITH= THE- EXPRESS WRITTEN SHEE7: POMISSION OF A DULY AUTHORiZEO REPRESENTATIVE- OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. ALL RIGHTS RESERV<D. ;TO SEPTIC.FIELD EXISTING RESIDENCE PV INVERTERS and EQUIPMENT (30) KC167W PV MODULES GROUND MOUNTED @ 22 DEGREE TILT 7. COUNTY CENTER DRIVE - W ILI 200'AMP MAIN SERVICE O U i� � °' SCI-IEDULE 80 PVC @ 18" MIN DEPTH (AC CONDUCTOR RUN)'` W 00 - DRAWINGTYPE: PV LAYOUT JOB: JOHNSON 4.2KW ' - DRAWN BY: ATOM MCCAMBRIDGE 415/747-7039 PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. DATE: CONFIDENTIAL. THIS QnA^ MINI AND ANY DATA, DESCRIPTION, AND OTHER INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE EXCLUSIir PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. AND SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN 1/12/05 SCALE fns =1 WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS Y RffrEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SUNPOWER & SHEEP. GEOTHERMAL ENERGY CO., INC. ALL RIGHTS RESEED. gg 1t-Q�11i 5 Autry Creek r La P e 1tJi� I # �, a 0 o Arta:. Feather Falls �� � aawnieville Willow 16, roe .- C4!Farnptomtille leve Gridley NorSp Sa�;ivan ' Id+a I Inn Rica F20 illiarna c 4tch Flat , 4 . 49 X i ,tburklllan d",WiU 24 113 16 faun, gan ala Lincoln bum m +peorget"M M1 Zorn Pines ev E a oYo1 `� ' it, saigt'r sio'CSY.: j P4pe�eiley 4l�� FiiilY R.,,. ,�` Dave 0 2Q0-5gpQue5t.cQm,iInc. !'� :_► a rno RIT'�. i 1 r$iV�"I LaJlce 4no�si'' , �ftaii 70 �KF1+M �� 9lAft 1Re+C JtaYjjS, _ e� hipp Farroyltle e- RiohValt { _ _, - ..�,'� ;, Har�b�snn',Nilil 70WOW' %v_ *t;a R*blat �^ 'Bangor a �yMyy /ow / rir�(p�y� R ab6ms*n$or+nr�r �t'S nY } F rt;A 0(6 t { 0 2005 MtapCuest,,com,.1nc.10,2005 Oar, Ino. JIJ I DON JOHNSON 2950 LOUIS AVE. OROVILLE,CA 95966 (530) 534-1615 APN#: 027 -090 -SOW 4.2KW SOLAR PV ARRAY GROUND MOUNTED Z 22 DEGREE TILT 0 Q 0 (30) KYOCERA 167W PV MODULES 2 SMA SUNNYBOY 2.5KW INVERTERS ( ) 100) z 0 z0 Q Q ilia Ave _ 5 ` Pyr 0 z o O / W 0 1 eGro bbs E i S Vius� S ! r I Laura IVa ``� , , , ,: U _i a ly �p .....�Y yrs T �. 91. wr"''-a'wl`.: •sem ;:' •�. Q V¢] oo for ,� 13 C't t DRAWING TYPE: a COVER SHEET JOHNSON 4.2KW tr6 _y DRAWN BY: ,,.•✓"'� ATOM MCCAMBRIOGE • _,. ,,,.�'' "+� 415!747-7039 { PROPERTY Of SUNPO Ak TmW C �NC-� i DATE: aRAra .n1tlD oar �T�C�' 1112/05 I ARE COHSIMREO AS SCALE: «usivE PRormr .QF & Co.. REPRODUMI, NTS OR p1 PCUtT �JdY PIiRPO3E 3FiE EXPRESSy ,} r SHEET: SSM OF RA my REPRESENTAM Of SUNPOM , m, Inc,; 0 2005-G � ��'., W. ALL RiGMS RaMm PROPERTY LINES INN JOHNSON 4.2KW, PHOTOVOLTAIC ARRAY GROUND MOUNTED WITH 22 DEGREE TILT PROPERTY LINES and PV LAYOUT APN#: 027-090 0� - SCALE: 1 / 64" = 1' ROVE:, i T1 JOHNSON 4.2KW PV ARRAY PV LAYOUT @ 1 / 16" SCALE APN# 027-090-029 ,JVj 1\V IV! YV 1 V IVIVVVLLV GROUND MOUNTED`@ 22 DEGREE TILT Z - O H Q •U O J a w c Lo Zw oaQ� 0) �.Z Co U,'D 2 5 J W 0 0 -1 O-Z'L 0 0 0 -u �OUcV� �U-lrna 04 a vQ 04 U F. vJ Q W M o 00 DRAWING TYPE: PV LAYOUT JOB: JOHNSON 4.2KW DRAWN BY: ATOM MCCAMBRIDGE 415(747-7039 C. DATE: 1/12/05 ESCALE: ZW LL NUI tIi PUtI1JbMLU. REPRODUCED. COPIED. DISCLOSED. OR USED, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN SHEET: PERMISSION OF A OULY AUTHORIZED R83RESMTATM OF. SUNPOWER & GEOTHERMAL ENERGY CO.. INC. ALL: RIGHTS RESERVED. _ B22 STRUCTURAL CHANNEL (8' MAX SPAN) B22 STRUCTURAL CHANNEL KYOCERA 167W PV MODULES (8' MAX SPAN) IN LANDSCAPE ORIENTATION Y , 8' CONCRETE FOOTINGS: 12" WIDE BY 48" DEEP RE -ENFORCED WITH REBAR CAGE B22 POST RUN TO BOTTOM JOHNSON 4.2KW PV ARRAY PHOTOVOLTAIC ARRAY DETAIL APN#: UZA2%o SCALE: $" = 1' � ani' cno • STAINLESS UNICLIPS Z O H Q U O J " W Z (0. co rn Z Lu <.-< 0 �-, , .w _ 00_j J 14T ch a•�� L0 w O u7 M (3)d N 0-� • \�IR, -N� —�-- 4'-216' —�- - 01 q B104SH 90 DEGREE BLINE 22 DEGREE OPEN ANGLE BLINE ANGLE BRACKETS 00 • DRAWING TYPE: . PV LAYOUT JOB: 34'-28" JOHNSON 4.2KW DRAWN BY: ATOM MCCAMBRIDGE 415/747-7039 PROPERTY OF. SUNPOWER & GEOTHERMAL ENERGY CO., INC. DATE CONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER 1/12/05 INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE scn�e: EXCLUSIVE PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO.. INC. AND 3/B"=1' SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED. OR USED, IN WHOLE OR IN PART. FOR ANY PURPOSE WITHOUT THE EXPRESS. WRITTEN SHEET: PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. ALL RIGHTS RESERVED. I J KYOCERA 167W PV MODULES IN LANDSCAPE ORIENTATION STAINLESS UNICLIPS B22 STRUCTURAL CHANNEL ct. 4' JOHNSON 4.2KW PV ARRAY SIDE DETAIL: STRUCTURAL COMPONENTS SCALE: 1" = 1' APN#: 027-090-�� \ �,.BLINE 22 DEGREE OPEN ANGLE 4'-011 1, ,.16 11 C7 1.01A FC .1.% !1- 1-#10 RHW-2 (15) KYOCERA 167W PV MODULES 1-#10RHW-2� 1410 RHW-2GROUND 1410 RHW-2 (15) KYOCERA'167W PV MODULES 1-#10RHW-2 = 1410 RHW-2GROUND - - JOHNSON 4.2KW PHOTOVOLTAIC ARRAY SINGLE LINE DIAGRAM APN#: 027 -090 -AN 029 (30) KYOCERA 167W PV MODULES IN (2) GROUPS OF 05)PER MODULE: MAXIMUM POWER: 167 W MAX POWER VOLTAGE: 23.2 V MAX POWER CURRENT: 7.2A R IT VOLTAGE 28 9 V I ---TDISC9— I CUTLER HAMMER NON-FUSABLE LOCKABLE 3R 3 -POLE 30 AMP 600V DH 261 URK 1-#10 RHW-2 1-#10 RHW-2 1-#10 RHW-2 GROUND + 1-#10 RHW-2 1-#10 RHW-2 1-#10 RHW-2 GROUND SMA WR25000-SBD 2.5kW SUNNY BOY INVERTER 240 VAC UL#E210376 GFP � Z OPEN CI CU Z 2.5kW SHORT CIRCUIT CURRENT: 8.OA ° Y m N Q _ PER GROUP OF (15) MODULES / INVERTER: • o R TOTAL OPEN CIRCUIT VOLTAGE: 433.5 V o - O y TOTAL MAX POWER VOLTAGE: 348 V ► Fb Q TOTAL SHORT CIRCUIT CURRENT: 8A E N 4 O O TOTAL MAX POWER CURRENT: 7.2A - 30 AMP I� SMA WR25000-SBD 2.5kW SUNNY BOY INVERTER 240 VAC UL#E210376 GFP R NON-FUSABLE O Z - O y Q 0 m Fb Q LOCKABLE Z N 4 O O 30 AMP 0 30 AMP I� ac SUNNYBOY SMA SWR25000-SBD INVERTERSI PEAK TRACKING VOLTAGE: 234 - 550 V.DC 'NDY TERMINAL WARNING!! ELECTRICAL SHOCK HAZARD. DO NOT TOUCH,_TERMINALS ON BOTH LINE AND LOAD SIDES. MAYBE ENERGIZED. n -METER (2) #8 THHN - - a (1) #8'THHN GROUND (1)J''SCH80PVC AC DISCONNECT LOCATED W/IN10' OF PG/E METER T APPROXIMATELY r 150' AC RUN BREAKER 148 THHN 1-#8 THHN 148 THHN GROUND BOND I ii 7t /I POINT OF CONNECTION. THE OUTPUT OF A MAIN HOUSE GROUNDING SYSTEM PHOTOVOLTAIC POWER SOURCE SHALL BE CONNECTED AS SPECIFIED IN 890.64(A) OR (B). I .1 Z - CUTLER HAMMER O CUTLER HAMMER H NON-FUSABLE NON-FUSABLE Q 200 AMP LOCKABLE U LOCKABLE MAIN SERVICE O 30 AMP 30 AMP J a AC DISCONECT w Z AC DISCONECT � 2 POLE 30 AMP 3R 2 -POLE 240 VOLT O) 3R 2 -POLE 240 VOLT AC EXTERIOR UTILITY 0) DG221URB DG221URB BREAKER 148 THHN 1-#8 THHN 148 THHN GROUND BOND I ii 7t /I POINT OF CONNECTION. THE OUTPUT OF A MAIN HOUSE GROUNDING SYSTEM PHOTOVOLTAIC POWER SOURCE SHALL BE CONNECTED AS SPECIFIED IN 890.64(A) OR (B). I .1 Z - O H Q U O J a w Z � O) Z W 0) F}— Z � U LLI W 0.0 -j M a. O Z. o.o Loo)W o lk a o o CV o cr)' I ��W ' o COR, IH � 00 w 00 DRAWING TYPE: SINGLELINE DIAGRAM 1-#10 THHN 20.82 AMPS, 120 VOLTS ( JOHNSON 4.2KW 1410 THHN 20.82 AMPS, 120 VOLTS DRAWN BY: ATOM MCCAMBRIDGE 1-#10 GROUND BOND 415/747.7039 PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. DATE: CONFIDENTIAL THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER 1/12/05 INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE SCALE EXCLUSIVE PROPERTY OF SUNPOWER do GEOTHERMAL. ENERGY CO.. INC. AND NTS SHALL NOT BE PUBLISHED. REPRODUCED. COPIED, DISCLOSED, OR USED. IN WHOLE OR IN PART. FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN SHEET: PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SUNPOWER & ti GEOTHERMAL ENERGY CO.. INC. ALL RIGHTS RESERVED. 0 Mme. -1, T1. el;4 Wt.- . ij .7 I "P, !-,4 o , w Ito, 4A zi W06 1- .11- A I 7'r, All '54!4 I 4w -!!4 ;gmx, R -W -R. 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