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072-310-025
ti rE 72-31-25 JOHN & NANCY BACHELLERIE 2150 Forbestown Rd, Oroville �0�} Permit#2456,-85B_,_P..;,E.(n-ew..private garage)05 72-31-25 Perm.87-tSP, E futil, MH) ELEC 5 300 w �w g AS -sem - SUPPORT STRUCTURE REQ 0 COMPACTION TEST REQ /V 72--3,�-- I Permit#31-86MHI / ` Issued 0 — X072-310-025 F 03-2669 BACHELLERIE, JOHN 2150 FORBESTOWN RD, OROVI NAL Cont: BRUCE BRODERICK _ EX MH PERM FND 072-310-025 03-2668 BACHELLERIE, JOHN 2150 FORBESTOWN RD, OROVILLE Cont: BRUCE BRODERICK DECK 8X16 (AS BUILT) 072-310-025 04-0566 BACHELLERIE, JOHN 2150 FORBESTOWN RD., OROVILLE NEW PRI DET WORKSHOP i ENVIRONMENTAL, HEALTH CLEARARANCE DATE 9-/7-193. BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION M (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.neAdds PERMIT NO. BP040566 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: 06/17/2005 APN: 072-310-025-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 2150 FORBESTOWN RD ORO Map Index: Date: Contractor: Description: GARAGE/WORKSHOP (800) OWNER43UILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: BACHELLERIE JOHN R & NANCY H ... permit to construct• alter, improve, demolish, or repair any structure, prior . _ _ 4...... to its issuance:also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the prov(sions of. - DBA STATE OF THE ART` the Contractor's State License Law (Chapter 9"commencing with'Sectiori 7000) of Division 3 of the'Business and Professions Code) or that he or ; ' ` ;,. ' J 2150 FORBESTOWN RD ; she is -exempt therefrom and the basis-for,the alleged exemption, Any ,. s. OROV.ILLE, CA 95966 violation of Sectior�7031.5 by any applicant fora peiriit.subjects the -penalty applicant a of not more than five hundred dollars ($500).); " I, as owrier of the property, or my employees with wages as their - w /// sole compensation, will do the work, and the structure is not ntgnded,or,offered..foisate_(Se c.7944,.Business.and Professions Code The Contractors' -State License Law does not apply to an Applicant: BACHELLEME JOHN R & NANCY `H` ' owner of. property who builds or, improves thereon, and who does 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 purposeof sale.). ❑ 1, -as ,.owner..of.,„the,-property,., am., exclusively,xontracting .with� licensed contractors to, constrUctthe 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 contractsfor such projects with a contractor(s) licensed pursuant to the. Contractors' State License Law.). Contractor: ❑ ,• II am Exempt and r Article 3 of the Business, Professions Code ` Dated Own ' WPRKERS' COMPENSAT N DECLARATION I hereby affirm Underpenalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for License #: workers' compensation,, as provided for by Section 3700 of the Labor Code, for, the performance of the work for which this permit is issued. Li . *)'. have and 'wilt' maintain: workers' - compensation insurance, as Architect: .- ,required by.Section 37.00 the Labor -Code, for the performance of Engineer: the work for which this permit.is issued. My workers' compensation insurance carrier and policy;number are: Carrier:- . Total Square Ft: 800 S.F. Policy#: T I certify that in the performance of the. work, for which this permit is issued, 1, shall 'not., employ any- person in any manner so as to become subject.to-the workers'. compensation laws of California, �m Valuation: $19,200.00 Census Code: and agree that if I should --become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. c O Ap ca WARNING: Failur 'td secure woikers' compensation coverage is unlawful,'and shall'subject-an employer to criminal penalties and one 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. CONSTRUCTION LENDING AGENCY- This permit is h by issued ue applic le p visions of the Butte County Code endlor I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Resolutions to o work in ' to above for Nt ich es have been paid. Name: BY Date: PERMIT EXPIRES ON: Date Address: l] I hereby certify,that,,ihe use of this facility shall compiy.with Section's 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling.and.use of hazardous materials. O Notificatiori in'accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. O 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. 1 hereby authorize representatives of Butte Cou to enter u on the above mentioned property for inspe ion purposes. ' Print Name: Si natur Date: wrier ❑ Contractor 0 Agent for Owner 13 Agent for Contractor BUTTE -COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 881-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO 051P DATE: �D APN: _ l O r ZONING: -JSI�4 I NEAREST CROSS ST ET: TRACT/LOT#: SITE ADDRESS: O�4�E'Sl0 CITY, ZIP: D /CLC OWNER NAME: kl S ACf-l-EZ«RI E PHO E (�36 5�f 9- �� 3 Z STREET ADDRESS: 6S ow f�! i 9 O NO CITY, P. a II/CrC� C S _916AIMJ E -MNL "?QD,So . Ak APPLICANT NAME: PHONE: � E � STREET ADDRESS: �•-- 2!J D �' Z FAX: CITY, ZIP: 90 vlL e- e S E-MAIL, CONTRACTOR NAME: PHONE: STREET ADDRESS: FAX CITY, ZIP: E-MAIL: UCENSE NUMBER LICENSE TYPE: ARCHITECTIENGINEER NAME: PHONE STREET ADDRESS: FAX: CITY, ZIP: UCENSE NUMBER E-MAIL; DESCRIPTION OR SCOPE OF WORK: ❑ Structure Built without permits ❑ 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 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: Application Received by: Date: Receipt number: �� o� Amount Received: �/j ���I�`""qA'w!,' �'"'P�tF,4iP'.'l"'�jj t�t'�'�� `i7`/H �"n..� � �.,.� .-:-r-�a..:..r-f��{F�,;��.�'-'R �///� �4 rrSF t.; �„�,-�,. :.�Y.. ►�s-1,.r ���j `}'�'4 ���y. 04 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION \ 7 County Center Drive, Oroville; CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER:ede ASSESSOR PARCEL NUM / � v /&Q d,6 Proposed Building Use: G�4� /r6c Counter Technician Date: V` 0 7 r 6�f- ms required in order to apply for a ermit. All boxes MUST be checked OR marked NA l ord r to apply. 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. - 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: lbletal Bldg Plans, d plans and talcs in triplicate, evations in triplicate. or plans in triplicate. All of these must be stamped and wet-sioned y t6 heeeengineer. r ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs jK � 12. Letter of intent for non-residential buildings 13. Detached Accessory Building Form filled out by the owner IQ 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in ❑ ChicWle, 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............................................................................................ ❑ 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........................................................................ ........ ❑ 21. Fees as shown on the attached Schedule of Fees Du Sheet ............................. t.�22. City of Chico Plumbing permit ..................................................: . .... .y 23. California Department of Fore# ry plan approval paid. Sent by: �(,/�?Z,=G% 24. Planning approval (A) Use:(B)Parking: (C) Parcel C Eck:v"- 25. Contact Land Development about _ Improvements, _ Drainage ......................... 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 and hold for pickup. I have beeAinfor f th�o a items and re uirem s for obtaining a Building permit.Applicant: Date: �i�/" 2% �61. Index perfor the above items numbered: Plan Check Letter 2. Additi' al items required Contr ctor, design wne , as advised of the above data by enhone, ❑ mail, ❑ counter, by _ Date: Contractor, design, , was advised of thea ve data b ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: � • 0 • Plans approved by: @4 04 Date • i Structural reviewed by: Date: Structural approved by: Date: O Note transfer by: Date: - Yellow: Building Division ;tet ', TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 3� Plot Plan Attach E.H. "E ONLY Floor 99en AtEschod Sento B.D. / Owner Location AP# Plan Approved for: Sewage Disposal Water apply: Public Private Well Clearance for dwelling. Other S^X 3 a S 62 Hold final for: Final clearance O.K. for: NOTE: Environmental Health 8/96 cialist Date COUNTY OF BUTTE • DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 S HEDU,LE OF RECEIPT OF FEES OWNER A.P. # v -77,,3 0-62' PROPROSED BUILDING USE DATE RECEIPT # DATE REC. 1. BUILDING PERMIT FEES --- Balance Due ..................... $ --- Additional Fees Due........... $ --- 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 (paid at Building Division) Residential (per unit)..... X -=$ _ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Ftg. 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. Ftg. Amt. 10. OTHER Z -17-71D4_ At time of permit ap ic;tio I was advised the above fees are a uired to be paid prior to issuance of the permit. These fees maybe changed d g an c g process. a►' APPLICANT DATE 2� Pursuan o Go rnment 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 9 d 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) National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE1 Project Title: CAx5cl— /�— k l — By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs 1 acre or more of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP), and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit if my project disturbs 1 acre or more of land. I, further, certify that this project will not disturb 1 acre or more of land. I am aware that' submitting false and/or inaccurate information may result in revocation of grading (/or other permits or other sanctions provided by law. Signed: Title: O.B.- I OWNER -]BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and beam your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received 0-I personally plan to provide the major labor and materials for construction of thero 0 p p sed property improvement : YES • NO ❑ (:5�4 HAVE 'E3 HAVE NOTK§igned an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO. 4. I -plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: -PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME . ADDRESS PHONE TYPE OF WORK SIGNED. --------------- NOTE.- NOTE. This Owner -Builder Verification i required by Section 19531 and 19532 of the California Health and Safety Code. This verification must be completed and returned to our offwe before we are permitted to issue the permit. OVER OWNER BUILDER INFORMATION Dear Property Owner. OB. -I An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party ofrecord 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 yourseh; you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate Fammly, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact time Department of Benefit Payments and time Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA, 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. rely. Mic 1 C. ira, C.B.O. er, Building Inspection NOTE: Yhis Owner-Buflderbtforrnadon is required by Section 19830 of the California Health and Safety Code OVER PROJECT PROCESSING RECORD Applicant: (aG w Owner: A.P. #: 31 -'2 5/ Permit M Work Description: Date Description of Step or Status 310 ,�, -�O fl,-; l o 5/z, 4-o Pi� la U rA� /,.,(-,,J M Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX March 15, 2004 ' John Bachellerie 2150 Forbestown Rd. Oroville, Ca 95966 , Assessor Parcel Number: 072-310-025 Building Permit Number: 04-0566 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: ' 1. Please provide a 3068 exit door from the garage. Currently the placement of the anchor bolts does not allow the installation of an exit door. _Contact your engineer of record for placement of the required exit door and provide new prints which indicate door location. If you wish'to discuss any of.these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., -Monday through Friday. To discuss non-structural items, ask for Rick. Philo will answer your, structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. ' Martha Christy Philo Hunt,'P.E. Plans Examiner Plan Check Engineer , 1 of 1 f CDF FIRE SAFE REQUIREMENTS `7 2– 310 A4GL,��,E, AP# PERNIIT # NAME T— 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. ,[X] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provide for in these standards, annual maintenance must be provided for by the land owner. ' Driveway Standards [X] 1273.02 Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provide unobstructed access to conventional drive vehicles. Including sedans and fire apparatus weighing up to 40,000 pounds. [X] 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [X] 1. No roadway shall have a horizontal inside radios of curvature of less than 50 feet and additional surface width of^feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100- 200 feet. ' [X] 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. [X] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] 1273.06 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [X] 1273.10 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 "7 2--3 10 6,46 LL 6— 2(.06 //t4 AP# PERMIT# NAME [X] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. . [X] 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 [X] 1.Gate entrances shall be at least two feet wider than the roadway it serves. [X] 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [X] 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 1. All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. ' [ J 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See other requirements on page 3. 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 shalt be completed prior to completion of road construction or final inspection of a building permit. Page 2 of 3 7Z-31� AP# PERMIT # NAME Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof and. Enclosed Eaves [ ] If Building Setback is Less Than 15 Feet- Class A or B Roof with Enclosed Eaves and:. Choose any 2 of the following: Metal or no doors on the side toward property line with insufficient setback Interior automatic fire sprinkler system per NFPA 13D Glass area not to exceed 10 % of wall area toward property line 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 3 Date Signature Page 3 of 3 Building Permit Number: 54 -05& (a Owner Name: &ch ale rie, Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW Your'parcel lies within a designated 1007year flood plain. Finish floor, electrical, ' H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. ..6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. Page 2of 2 Building Permit Number: IDq -D5-&( Owner Name: 5 6L�-t� Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements: Fire sprinklers are required in this structure. The following parcel map requirements shall be met: 7�All structuresd equipment including overhangs shall be clear of all easements. A setback of 911 feet from the side and -;t feet from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. (Irv, I r 1{ CALCULATIONS t FOR: JOHN BACHELLERIE MODEL: M r P25-13 22 GA LOCATION: OROVILLE, CA DATE: r February 9, 2004 ARc,��� CODE: �'P��cS A. 1997 UBC &,2001 CBC No. C233 PREPARED BY. . CALrF JAMES LICHTY, A.I.A. MASLAN & LICHTY ASSOC �rt KANSAS CITY, MISSOURI !! - BUTTE COUNTY . BUILDING DIVISION APPROVED, lwgo f lf� CALCULATION FOR:.., P_ 25 X 13 22 GA. STEEL: Fy = 50 KSI PANEL WIDTH= 2' GAGE = 22 J -PANELS& VERTICALS 22 ROOF PANELS APPLIED LOADS: DEAD LOAD SELF WEIGHT ..LIVE LOAD = 414 PSF WIND LOAD = .143 MPH EXP. C LOADS TO STRUCTURE: DEAD LOAD = SELF -WEIGHT LIVE LOAD = 2'-0" * LL = :::€:€$2::::: PSF ............. WIND LOAD = qs*Ce*Cq*I qs= 0.00256*(WIND SPEED)^2*(h/33)^(2/7) Cq= 1.06 Ce= 0.8 WINDWARD 1= 1 0.7.. UPLIFT 0.5 LEEWARD L= WIDTH OF PANEL qs ; Ce Cq I L (PSF) (FT) WINDWARD = 40.12 * .8 * 1.06 * 1 * 2 =:::$:.bA:: PLF UPLIFT = 40.12 * .7 * 1.06 * 1 * 2 = PLF LEEWARD = 40.12 * .5 * 1.06 * 1 * 2 = ......................... :i::1:1:422i:::€: PLF ................ LOAD COMBINATIONS: s 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 = 0.994 KIPS DOWNWARD VERTICAL = 0.702 KIPS UPLIFT HORIZONTAL = 0:739 KIPS INWARD i CHECK DEFLECTION: JOINT # 33• HAS THE GREATEST DEFLECTION BASED ON THE COMPUTER PRINTOUT. 0 = 0.87 in. ALLOWABLE A = 2 in. CHECK SEISMIC: ASSUME ZONE 4 Na=1.0 Ca= 0.44* Na V = (3:0*Ca *W) / R V= (3.0 * 0.44 * W) / 7.0 V = 0.1886*W V•= 187 # < W = 994 # 22 GA. 739 # THEREFORE, WINDGOVERNS OK OK OK CALCULATION FOR: P 25 X 13 ANALYSIS OF RESULTS: CHECK STRESS: MEMBER # 4 HAS THE HIGHEST STRESS BASED ON THE COMPUTER PRINTOUT. TOP NORMAL STRESS = 20447 PSI ALLOWABLE STRESS = 30000 PSI =.6*50,000 CHECK AXIAL FORCE AND BENDING: MEMBER # 5 HAS THE GREATEST LOAD BASED ON THE COMPUTER PRINTOUT. AXIAL LOAD = 1.038 KIPS BENDING MOMENT _ •, . 2.3 FT -KIPS fa= _ AXIAL = 1.038' = 1.03 KSI AREA 1.0098 fb=' BENDING*12 = 27.6 = 18.74 KSI' Sx . 1.4728 fa + fb = 19.7677 = 0.65892 < 1.0 0.6*Fy 30 CHECK DEFLECTION: JOINT # 33• HAS THE GREATEST DEFLECTION BASED ON THE COMPUTER PRINTOUT. 0 = 0.87 in. ALLOWABLE A = 2 in. CHECK SEISMIC: ASSUME ZONE 4 Na=1.0 Ca= 0.44* Na V = (3:0*Ca *W) / R V= (3.0 * 0.44 * W) / 7.0 V = 0.1886*W V•= 187 # < W = 994 # 22 GA. 739 # THEREFORE, WINDGOVERNS OK OK OK r CALCULATION FOR: P 25 X 13 22 GA. FOUNDATION DESIGN: ASSUME SOIL BEARING CAPACITY OF 1,000 PSI. VERTICAL LOAD = 994.+ # PER SECTION SECTION WIDTH = 2 FT • THEREFORE,. LOAD TO THE FOOTING IS = 497 PLF FOOTING WIDTH = 16 -.in. SOIL BEARING PRESSURE = 497 = 373 PSF < 2000 PSF OK 16"/12" WEIGHT OF FOOTING AND SLAB = 266 + 150 416 PLF UPLIFT = 702 351 PLF < 416 PLF OK 2 /0 t USE 16 INCH FOOTING r Dotes-: 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. *E Linear Elastic analysis results 5 Page ,1 Str No. 22 10 Apr 97 09:25 am Stephen P._Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. *** SUPPORT REACTIONS *** Load Case Results ' Joint Load X -Reaction Y -Reaction Z -Reaction Number 5 Case (kips) (kips) (K -ft) 1 1 .017. .073 0.000 2 .357 .921 0.000 3 -.756 -.775 0.000 4 ..173 .240 0.000 17 1 -.017 .073 0.000 2 -.357 .921 0.000 3 -.150 -.577 0.000 4 -.173 .662 0.000 Load Combination Results Joint Load X -Reaction Y -Reaction Z -Reaction Number Combination (kips) (kips) (K -ft) 1 1 .373 .994 0.000 2. -.554 -.527 0.000 3 -.421 -.182 0.000 14' -.003 .455 0.000 5 ', .190 .313 0.000 6 -.141 -.056 0.000 • 7. =.489 -.437 0.000 17 1 -.373 .994 0.000 2 -.125 -.378 0.000 3 -.259 -.033. 0.000 4 -.336 . 529 0'.000 5 -.190 .735 0.000 6 -.199 .335 0.000 7 -.190 -.130 0.000 Dotes-: 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. *E Linear Elastic analysis results 5 Page ,1 Str No. 22 10 Apr 97 09:25 am • m I- 0 U �n C) Lny U7 C z 0 /OZ.S -/3 zz 6-A ND LA/ /,t3 SPH -xPC z, D Fr wrNOwARD = (�,0,/2)1i.06) (/.0,�L,4��g) = �8-opt P4F 0 �� G6 -a4 PcF V ry.,Q_ ` (,5.o4 f- 13.'t6'33 `15-7. Sc Z 2 /►') : ��Z !'U, x ►3, �5- 3 - _ 8 •� S6 O't z� SO ,a r7Z8 xSx.06$X 4L 73 240 2 -LO v5E Zz GA - V ; Lf -5-7,9 S 7-,3/P4ry 6- ,%/o ,%io K s t SFr FU5,c- 3 BollrVPAlVe • �1 • • T 0- • CALCULATIONS FOR: THICKNESS = 0.0336 in. 24 1/2" 3/4 22 GAGE PANEL Ln 1 1/2" 7 3/4" 7 1/2" 7 3/4" cV /4" /2" ELEMENT 2.8545 NUMBER WIDTH DEPTH AREA X A * X A * X^2 Io 6.289 in. in. in. ^2 in. in.^3 4 (in in.^4 1 7.5 0.0336 0.2520 0.0168 0.00423 0.0000711245 0.0000237082 • 2 0.75 0.0336 0.0504 7.1082 0.35825 2.5465359649 0.0000047416 2 10.5275 0.0336 1, 0.7074 3.5625 2.52028 8.9785099688 2.9928368500 SUM 1.uu9t$ 2.8626 11.5245079 2.9930 = A * X = 2.8545 in. AREA = A * X^2 + to = 14.5175 in^4 = Ix - A ` x^2 = 6.289 in^4 I = 1.4728 in^3 4.2704 = 1 = 2.2032 in^3 2.8546 CALCULATIONS FOR: • THICKNESS = 0.0336 in. 3.4832" . 3.1052" � 1.15000 cQ� 0.0168 0.0.. 22 GAUGE ENDWALL PANEL ENDNALL PANEL 5EGTION 22 5A THIGKNE55= .0336 in ELEMENT MEMBER NUMBER WIDTH (b) DEPTH AREA Y A * Y A * Y^2 Io M (in.) (in. (in A2) (in.) (in A3) (in.^4) in.^4 1 2 0.75 0.0336 0.0504 3.1082 0.15665 0.4869097249 0.0000023708 2 2 2 2 6.5 0.0336 0.0336 0.1344 0.4368 3.4832 1.7500 0.46814 0.76440 1.6306324931 1.3377000000 0.0000126444 0.0000410941 1 4.5 0.0336 0.1512 0.0168 0.00254 0.0000426747 1 2.9928368500 3 4 SUM I .0ZI I f3.4 5 i 1.`J�J29 Yb = A * Y = 1.8009 in. AREA Ix = A * Y^2 + to = 6.4482 in^4 I = Ix - A * Yb^2 = 3.942 in^4 S1 = I = 2.3199 in^3 3.5 - Yb S2 = 1 = 2.1888 in^3 1.8009 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. *** INITIALIZING DATA *** Job Description: DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C Frame Description: P25-13 22 GA. Structure Parameters Members 36 Joints ............ 37 Springs ..... 0 Sections 3 Materials ......... 1 Load Cases 4. Load Combinations 7 Analysis Options. Linear Elastic Analysis Imperial Units Bandwidth Optimization Load Case 1 specified as self -weight 0 User Name: HFRAME5 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. V6J 2G2 Canada Phone: (604)732-3763 Fax: (604)732-8467 Softek assumes no responsibility for the accuracy, validity,or applicability of the results of P -FRAME. E Linear Elastic analysis results Str No. 22 -�5 10 Apr 97 09:25 am Page 1 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. ` *** JOINT DATA *** Joint X - coord. Y°- coord. X - Degree Y - Degree Z - Degree Number (feet) (feet) of Freedom of Freedom of Freedom 1 0 0 0 0 1 2 0 2 1 1 1 3 0 4 1 1 1 4 0 5.417 1 1 1 5 1 8.1563 6 2 91.1979 1 1 1 7 3 9.8333 1 1 1 8 4 10.2083 1 1 1 9 5 10.5729 1 1 1 10 6 10.9479 1 1 1 11 7 11.3125 1 1 1 12 8 11.6771 1 1 1 13 9 12.0417 1 1 1 14 10 12.4063 1 1 1 15 11 12.7396 1 1 1 16 12 12.8646 1 1 1 17 24.4583 0 0 0 1 18 24.4583 2 1 1 1 19 24.4583 4 1 1 1 20 24.4583 5 1 1 1 21 23.4583 8.1563 1 1 1 22.4583 9.1979 1 1 1 21.4583 9.8333 1 1 1 24 20.4583 10.2083 1 1 1 25 19.4583 10.5729 1 1 1 26 18.4583 10.9479 1 1 1 27 17."4583 11.3125 1 1 1 28 16.4583 11.6771• 1 1 1 29 15.4583 12.0417 1 1 1 30 14.4583 12..4063 1 1 1 31 13.4583• 12.7396 1 1 1 32 12.2292. 12.875 1 1 1 33 .4034 7.2052 1 1 1 34 .041 6.2929 1 1 1 35 24.0549 7..2052 1 T 1 '36 24.4173 6.2929 1 1 1 37 12.4583 12.8646 1 1 1 Vote: Degree of Freedom: 0=restrained 1=free j=coupled to joint 'j' 1I&ME Linear Elastic analysis 'results r 5 Page 2 Str No. 22 10 Apr 97 09:25 am Sec X -sectional Ho. Area (in2) 1 1.0098 2 1.1902 3 1.5528 Sec. Database .go. Code Name 1 22 gage 2 20 gage 3 18 gage Stephen P. Maslan•& Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. *** SECTION PROPERTY DATA *** Mom. Inertia (in4) 6.289 7.4049 9.63198 Shear Area (in2) 1.0098 1.1902 1.5508 Section Mod (in3) 1.4728 1.734 2.2565 Plastic Moment Capacity (K -ft) 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. D. Non -zero Plastic Moment Capacity is mandatory for plastic analysis. -------------------------------------------------- --------------------- *** MATERIAL PROPERTY DATA *** Katerial Youngmod Shearmod Density Vumber (ksi) (ksi) (K/ft3) 1 29000 12000 .5 Coeff Exp Fy Yield (/F*1.E-6) (ksi) 6.5 50 .Totes: 1. Elastic Modulus (Young's 'Modulus) is mandatory. 2. For non -zero 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). 1. Non -zero Thermal Coefficient of Expansion is required for thermal loads. .(linear elastic and plastic analysis). D. Non -zero Yield Stress is mandatory for plastic analysis. E Linear Elastic analysis results :ter` E5 Page 3 Str No. 22 10 Apr 97 09:25 am Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. *** MEMBER CONNECTIVITY DATA *** Kember Lower Greater Section•Material Lower Greater Attribute Length !Dumber Joint Joint Number Number End Type End Type Type (ft) 1 1 2 1 1 1 1 1 2. 2 2 3 1 1 1 1 1 2. 3 3 4 1 1 l 1 1 1.417 4 4 34 1 1 1 1 1 .8769 5 33 34 1 1 1 1 1 .9816 6 5 33 1 1 l 1 1 1.1227 7 5 6 1 1 1 1 1 1.4439 8 6 7 1 1 1 1 1 1.1848 9 7 8 1 1 1 1 1 1.0680 1.0 8 9 1 1 1 1 1 1.0644 11 9 10 1 1 1 1 1 1.0680 12 . 110 11 1 1 1 1 1 1.0644 13 11 12 1 1 1 1 1 1.0644 14 12 13 1 1 1 1 1 1.0644 15 13 14 1 1 1 l 1 1.0644 16 14 15 1 1 1 1 1 1.0541 17 15 16 1 1 1. 1 1 1.0078 18 16 32 1 1 1 1 1 .2294 19 32 37 1 1 1 1 1 .2293 20 31 37 1 1 1 1 1 1.0078 21 30 31 1 1 1 1 1 1.0541 29 30 1 1 1 1 1 1.0644 28 29 1 1 1 1 1 1.0644 24 27 28 1 1 1 1 1 1.0644 25 26 27 1 1 1 1 1 1.0644 26 25 26 1 1 1 1 1 1.0680 27 24 25 1 1 1 1 1 1.0644 28 23 24 1 1 1 1 1 1.0680 29 22 23 1 1 1 1 1 1.1848 30, 21 22 1 1 1 1 1 1.4439 31 21 35 1 1 1 1 1 1.1227 32 35 36 1 1 1 1 1 .9816 33 20 36 1 1 1 1 l 1.2935 34 19 20 1 1 1 1 1 1. 35 18• 19 1 1 1 1 1 2. 36 17 18 1 1 1 1 1 2. votes: 1. Member End Types: 1=fixed (rigid connection) 0=pinned (pinned connection) 2. Attribute Type 0 indicates that the member has been deleted. E'Linear Elastic analysis results. Page 4 Str No. 22 10 Apr 97 09:25 am Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. *** LOAD INITIALIZING DATA *** Load # loaded # support # loaded describe :ase joints settlemnts members load case 1 0 0 0 SELF WEIGHT 2 0 0 24 LIVE LOAD 3 0 0 36 WIND LOAD 4 0 0 11 SNOW DRIFT Jote: 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 Proj. UDL Local UDL Jo. No. K/ft slope K/ft horiz k/ft perp 1 7 0 -.082 0 2 8 0 -.082 0 3 9 0 -.082 0 4 10 0 -.082 0 1 0 -.082 0 2 0 -.082 0 7 13 0 -.082 0 8 14 0 -.082 0 9 15 0 -.082 0 10 16 0 -.082 0 11 17 0 -.082 0 12 18 0 -.082 0 13 19 0 -.082 0 14 20 0 -.082 0 15 21 0 -.082 0 16. 22 0 -.082 0 17 23 0 -.082 0 18 .24 0 -.082 0 19 25 0 -.082 0 20 26. 0 -.082 0 21 27 0 -.082 0 22 28 0 -.082 0 23 29 0 -.082 0 24 30 0 -.082 0 Load case 3 - member distributed loads Rec Mem Sloped UDL Prod. UDL Local UDL go. No. K/ft slope K/ft horiz k/ft perp 1 8 0 01 .061 2 9 0 0 .061 E Linear Elastic analysis results 5 Page 5 Local UDL Triangular Thermal K/ft parll K/ft Q GJ 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 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 0 0 0 0 0 0 0 0 0 0 0 0 Local UDL Triangular Thermal K/ft parll K/ft Q GJ Change (F) 0 0 0 0 0 0 Str No. 22 10 Apr 97 09:25 am Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. Aw 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) 3 10 0 0 .061 0 0 0 4 11 0 0 .061 0 0 0 5 12 0 0 .061 0 0' 0 6 13 - 0 0 .061 0 0 0 7 14 0 0 .061 0 0 0 8 15 0 0 .061 0 0 0 9 16 0 0 .061 0 0 0 10 17 0 0 .061 0 0 0 11 18 0 0 .061 0 0 0 12 19 0` 0 .061 0 0 0 13 20 0 0 -.061 0 0 0 14 '21 0 0 -.061 .0 0 0• 15 22 0 0 -.061 0 0 0 16 23 0 0 -.061 0 0 0 17 24 0 0 -.061 0 0 0 18 25 0 0 -.061 0 0 0 19 26 0 0 -.061 0 0 0 20 27 0 0 -.061 0 0 0 21 28 0 0 -.061 0 0 0 22 29 0 0 -.061 0 0 0 23 7 0 0 .069 0 0 0 24 6 0 0 .069 0 0 0 5 0 0 .069 0 0 0 4 0 0 -.069 0 0 0 27 3 0 0 -:069. 0 0 0 28 -2 0 0 -.069 0 0 0 29 1 0 0 -.069 0 0 0 30 36 0 0 -.0431 0 0 0 31 35 0 0 -.0431 0 0 0 32 34 0 0 -.0431 0 0 0 33 33 0 0 -..0431 0 0 0 34 32 0 0 . .0431 0 0 0 35 30 0 0 -.061 0 0 0 36 31 0 0 -.0431 0 0 0 Load case 4 - member distributed loads Zec Mem Sloped UDL Prod. UDL Local UDL Local UDL Triangular Thermal ,To. No. K/ft slope K/ft horiz k/ft perp K/ft parll K/ft @ GJ Change (F) 1 20 0 -.082 0 0 0 0 2 21 0 -.082 0 0 0 0 3 22 0 -.082 0 0 0 0 4 23 0 -.082 0 0 0 0 5 24 0 -.082 0 0 0 0 6 25 0 -.082 0 0 0 0 7- 26 0 -.082 0 0 0 0 8 27 0 -.082 0. 0 0 0 9 28 0 -.082 0 - 0 0 0 10 29 0 -.082 0 0 0 0 E Linear Elastic analysis results Str No. 22 5 10 Apr 97 09:25 am Page 6 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. load case 4 - member distributed loads Rec Mem Sloped UDL Prod. UDL Local UDL Local UDL Triangular Thermal too. No. K/ft slope K/ft horiz k/ft perp K/ft parll K/ft @ GJ Change (F) 11 ' 30 0 -.082 0 0 0 0 votes: k) 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.. 3) 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 *** Goad tomb 1 2 1 5 6 7 Load Comb Load Comb Load Comb Load Comb Load Comb Load Comb Case Fact Case Fact, Case Fact Case Fact Case Fact Case Fact 1 1 2 1 1 .75 3 .75 1 .75 2 .375 3 .75 1 .75 2 75 3 .375 1 1 4 1 1 .75 3 .375 4 .75 1 .75 3 .75 4 .375 f AJLME Linear Elastic analysis results E5 Page 7 Str No. 22 10 Apr 97 09:25 am Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. *** JOINT DISPLACEMENTS *** woad Combination Results Joint Load X-Displ. Y-Displ. Rotation Number Combination (in) (in) (rad) 1 1 0.00000 0.00000 .00622 2 0.00000 0.00000 -.01318 3 0.00000 0.00000 -.01095 4 0.00000 0.00000 -.00203 5 0.00000 0.00000 .00590 6 0.00000 0.00000 -.00227 7 0.00000 0.00000 -.01107 2 1 -.14532 -.00081 .00563 2 .31073 .00043 -.01236 3 .25862 .00015 -.01034 4 .04876 -.00037 -.00205 5 -.13968 -.00025 .00560 6 .05300 .00005 -.00207 7 .26074 .00036 -.01035 3� 1 -.26234 -.00162 .00386 2 .58380 .00087 -.01012 3 .48974 .00031 -.00873 4 .09946 -.00074 -.00223 5 -.26496 -.00050 .00470 6 .09749 .00010 -.00159 7 .48876 .00072 -.00842 4 1 -.31265 -.00218 .00189 2 .73765 .00119 -.00784 3 .62553 .00042 -.00716 4 .13946 -.00099 -.00253 5 -.33714 -.00067 .00370 6 .12109 .00014 -.00117 7 .61634 .00099 -.00648 5 1 -.29275 -.02206 -.00333 2 .90709 -.04795 -.00226 3 .80206 -.05582 -.00345 4 .23874 -.04012 -.00357 5 -.41596 .02167 .00088 6 .14633 -.00732 -.00041 7. .75586 -.03942 -.00187 6 1 -.23761 -.07576 -.00539 2 .92042 -.06032 .00004 3 .83516 -.08744 -.00190 4 .28585 -.08569 -.00394 5 -.41824 .02359 -.00051 6 15038 -.01118 -.00028 7 .76743 -.05019 -.00007 E Linear Elastic analysis results Str No. 22 5 10 Apr 97 09:25 am Page 1 I U Stephen P. Maslan & Co. 0 DL=STEEL WEIGHT,LL=41 P25-13 PSF,WL=143 MPH 22 GA. EXP C Goad Combination Results Joint Load X-Displ. Y-Displ. Rotation Number Combination (in) (in) (rad) 7 1 -.19172 -.14866 -.00655 2 .91413 -.05001 .00154 3 .84533 -.10328 -.00081 -4 .31637 -.13402 -.00404 5 -.41035 .01090 -.00154 6 .15240 -.01435 -.00028 7 .76334 -.04344 .00107 8 1 -.16088 -.23167 -.00709 2 .90479 -.02460 .00256 3 .84705 -.10766 .00002 4 .33433 -.18223 -.00392 5 -.40164 -.01268 -.00232 6 .15376 -.01799 -.00035 7 .75676 -.02553 .00181 9. 1 -.12962 -.31813 -.00715 2 .89198 .01099 .00326 3 ..84546 -.10308 .00069 4.35086 -.22788 -.00362 5 -.39013 -.04459 -.00293 • 6 7 .15548 .74777 -.02272 -.00051 -.00045 .00227 10 1 -.09816 -.40271 -.00680 2 .87635 .05316 .00367 3 .84112 -.09126 .00123 4 .36613 -.26886 -.00316 5 -.37592 -.08281 -.00338 6 .15781 -.02893 -.00059 7 .73696 .02870 .00252 11 1 -.06986 -.48101 -.00613 2 .85988 .09881 .00385 3 .83481 -.07371 .00165 4 .37867 -.30349 -.00257 5 -.36053 -.12538 -.00366 6 .16067 -.03678 -.00072 7 .72581 .05965 .00258 12 1 -.04513. -.54945 -.00519 2 .84310 .14533 .00383 3 .82690 -.05176 .00197 4 .38843 -.33047 -.00189 5 -.34425 -.17037 -.00378 6 .16409 -.04616 -.00084 7 .71473 .09039 .00250 13 1 -.02497 -.60533 -.00406 E Linear Elastic analysis results* Str No. 22 E5 10 Apr 97 09:25 am Page 2 U Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. Load'Combination Results 1 -.00152 Joint Load X-Displ. Y-Displ. Number Combination (in) (in) 2 .82678 .19058 3 .81782 -.02657 4 .39506 -.34886 5 -.32777 -.21589 6 .16796 -.05678 7 .70427 .11947 14 1 -.01005 -.64680 2 .81151 .23294 3 .80791 .00090 4 .39838 -.35812 5 -.31178 -.26008 6 .17208 -.06808 7 .69476 .14592 15 1 -.00152 2 .79891 3 .79836 4 .39834 5 -.29822 6 .17582 •7 .68710 16 1 -.00032 2 .79486 3 .79475 4 .39720 5 -.29379 6 .17709 7 .68469 17 1 0.00000 2 0.00000 3 0.00000 4 , 0.00000 5 0.00000 6 0.00000 7 0.00000 18 1 .14512 2. .16831 3 .22034 4 .19061 5 .00743 6 .08734 7 .16871 19 1 .26194 2 .32986 E Linear Elastic analysis results z� E5 Page 3 -.67293 .27128 .02986 -.35813 -.30112 -.07928 .16928 -.68384 .30492 .05958 -.34932 -.33731 -.08942 .18953 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 -.00081 .00031 .00003 -.00043 -.00060 -.00027 .00011 -.00162 .00063 Rotation (rad) .00365 .00220 -.00115 -.00375 -.00092 .00231 -.00281 .00336 .00235 -.00038 -.00356 -.00094 .00207 -.00153 .00300 .00245 .00038 -.00322 -.00089 .00181 -.00028 .00258 .00248 .00108 -.00274 -.00076 .00155 -.00621 -.00706 -.00929 -.00809 -.00039 -.00372 -.00711 -.00562 -.00690 -.00892 -.00757 -.00009 -.00343 -.00684 -.00385 -.00654 Str No. 22 10 Apr 97 09:25 am Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P2.5-13 - 22 GA. Page 4 Y-Displ. (in) .00006 -.00086 -.00119 -.00054 .00022 -.00202 .00079 .00008 -.00107 -.00149 -.00067 .00028 -.02191 .07312 .06530 .02053 -.04436 .00369 .05688 -.07562 .13988 .11280 .01451 -.10098 -.00451 .10329 -.14853 .20031 .14709 -.00877 -.16232 -.01910 .14192 -.23156 .25345 .17044 -.04312 -.22282 -.03657 .17371 -.31803 .29791 .18387 Rotation (rad) -.00793 -.00610 .00081 -.00261 -.00618 -.00253 -.00636 -.00727 -.00503 .00148 -.00203 -.00576 .00333 -.00576 -.00457 -.00044 .00428 .00027 -.00421 .00539 -.00528 -.00335 .00131 .00497 .00100 -.00351 .00655 -.00472 -.00237 .00245 .00510 .00136 -.00292 .00709 -.00407 -.00153 .00317 .00485 .00149 -.00237 .00715 -.00329 -.00073 Str No. 22 10 Apr 97 09:25 am Load Combination Results Joint Load X-Displ. Number Combination (in) 3 .42379 4 .35708 5 .00046 6 .16098 7 .32574 20 1 .30088 2 .40725 3 .51515 4 .42436 5 -.01292 6 .18901 7 .39748 21 1- .29214 2 .63813 3 .74294 4 .53343 5 -.12086 6 .22368 .7 .58806 22 1 .23698 2 .70735 3 .79240' 4 .52759 5 -.17932 , 6, .21536 7 .63628 23 1 .19109 2 .74556 3 .81415 i 4 .51302 5 -.21803' 6 .20619 7 .66073 24 1 .16024 2 .76535 3 .82286 4 .50028 5 -.24055 6 .19969 7 .67257 25 1 .12898 2 .78142 3 .82772 A&ME Linear Elastic analysis results 5 Page 4 Y-Displ. (in) .00006 -.00086 -.00119 -.00054 .00022 -.00202 .00079 .00008 -.00107 -.00149 -.00067 .00028 -.02191 .07312 .06530 .02053 -.04436 .00369 .05688 -.07562 .13988 .11280 .01451 -.10098 -.00451 .10329 -.14853 .20031 .14709 -.00877 -.16232 -.01910 .14192 -.23156 .25345 .17044 -.04312 -.22282 -.03657 .17371 -.31803 .29791 .18387 Rotation (rad) -.00793 -.00610 .00081 -.00261 -.00618 -.00253 -.00636 -.00727 -.00503 .00148 -.00203 -.00576 .00333 -.00576 -.00457 -.00044 .00428 .00027 -.00421 .00539 -.00528 -.00335 .00131 .00497 .00100 -.00351 .00655 -.00472 -.00237 .00245 .00510 .00136 -.00292 .00709 -.00407 -.00153 .00317 .00485 .00149 -.00237 .00715 -.00329 -.00073 Str No. 22 10 Apr 97 09:25 am Page 5 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. ,oad Combination Results Joint Load X-Displ. Y-Displ. Rotation Number Combination (in) (in) (rad) 4 .48538 -.08435 .00360 5 -.26063 -.27829 .00429 6 .19317 -.05454 .00145 7 .68161 .19877 -.00180 26 1 .09752 -.40263 .00681 2-. .79420 .33237 -.00242 3 .82921 .18797 .00002 4 .46868 -.12920 .00378 5 -.27814 -.32534 .00347 6 .18694 -.07123 .00129 7 .68834 .21696 -.00123 27 1 .06921 -.48094 .00613 2 .80269 .35603 -.00151 3 .82753 .18353 .00069 4 .45214 -..17484 .00374 5 -.29119 -.36147 .00249 6 .18185 -.08524 .00102 7• .69238 .22833 -.00067 28 1 .04448 -.54940 .00519 2 .80712 .36859 -.00058 3 .82309 .17152 .00128 4 .43621 -.21880 .00352 5 -.29969 -.38507 .00141 6 .17809 -.09556 .00068 7 .69403 .23314 -.00014 29 1 .02431 -.60529 .00406 2 .80757 .37020 .00030 3 .81630 .15307 .00176 4 .42163 -.25902 .00313 '5 -.30334 -.39535 .00030 6 .17589 -.10157 .00031 7 .69343 .23179 .00035 30 1 .00939 -.64677 .00281 2 .80427 .36153 .00112 3 .80764 .12951 .00213 4 .40903 -.29380 .00262 5 -.30219 -.39240 -.00077 6 .17535 -.10302 -.00006 7 .69080 .22490 .00078 31 1 .00085 -.67292 .00153 2 .79820 .34376 .00181 3 .79851 .10235 .00236 4 .39973 -.32188 .00203 1 E Linear Elastic analysis results Str No'. 22 __ E5 10 Apr 97 09:25 am Page 5 Page 6. Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. Goad'Combination Results Joint Load X-Displ. Y-Displ. Rotation Number Combination (in) (in) (rad) 5 -.29706 -.37720 -.00172 6 .17630 -.10009 -.00041 7 .68680 .21324 .00114 32 1 -.00034 -.,68423 0.00000 2 .79457 .31188 .00247 3 .79446 .06641 .00247 4 .39704 -.34612 .00124 5 -.29347 -.34472 -.00261 -6 .17719 -.09149 -.00072 7 .68453 .19372 .00149 T 33 1 -.31983 -.00452 -.00139 2 .86968 -.02480 -.00433 3 .75496 -.02639 -.00483 4 .20018 -.01569 -.00318 '5 -.39945 .01151 .00199 6 .14046 -.00367 -.00064 7 .72510 -.02038 -.00356 34 1 -.32515 -.00196 .00039 2 .81188 -.00209 -.00622 3 .69526 -.00277 -.00608 4 .16739 -.00246 -.00282 5 -.37229 .00086 .00294 6 .13204 -.00035 -.00091 7 - .67758 -.00171 -.00512 35 1 .31924 =.00436 .00139 2 .57086 .03071 -.00601 3 .68537 .02918 -.00551 4 .51966 .01219 -.00198 5 -.07660 -.01621 .00343 6 .22278 .00330 -.00045 7 .536.94 .02473 -.00475 36 1 .32457. -.00179 -.00039 2 .50422 .00407 -.00616 3 .62063• .00345 -.00630 ;. 4 .49024 .00074 -.00337 5 -.04376 -.00285 .00256 6 .21399 -.00005 -.00115 7 .48251 .00305 -.00519 37 1 -.00035 -.68384 .00028 2 .79491 .31855 .00236 3 .79479 .07321 .00246 4 .39720 -.34250 .00139 5 -.29381 -.35175 -.00246 Linear Elastic analysis results Str No. 22 S --EE 10 Apr 97 09:25 am Page 6. jME Linear Elastic analysis results .._ W, E5 J 1 Page 7 Str No. 22 10 Apr 97 09:25 am Stephen P. Maslan & Co. - DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH P25-13- 22 GA. EXP C Goad Combination Results Joint Load X-Displ. Y-Displ. Rotation Number Combination (in) (in) (rad) 6 .17711 -.09344 -.00067 7 68474 .19775 .00143 \Totes : L. 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. h jME Linear Elastic analysis results .._ W, E5 J 1 Page 7 Str No. 22 10 Apr 97 09:25 am Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. *** MEMBER FORCES *** goad Combination Results Kem Load Axial @ LJ Shear @ LJ BM @ LJ .4o. Comb (kips) (kips) (K -ft) L 1 .994 -.373 0.000 2 -.527 .554 0.000 3 -.182 .421 0.000 4 455 .003 0.000 5 .313 -.190 0.000 6 -.056 .141 0.000 7 -.437 .489 0.000 ? 1 .987 -.373 .747 2 -.532 .451 -1.005 3 -.187 .317 -.738 4 .449 -.048 .045 5 .306 -.190 .380 6 -.062 .089 -.230 7 -.442 .386 -.875 3 1 ..980 -.373 2 -.537 .347 - 3 -.192 .214 4 5 .444 .299 -.100 -.190 6 -.067 -.037 7 -.447 .282 1 .991 -.327. 2 -.553 .248 - 3 -.202 .131 - 4 .446 -.116 5 .302 -.176 6 -.071 -.002 7 -.460 .188 - 1 1.038 .010 - 2 -.594 -.041 3 -.224 -.037 4 .463 -:013 5 .337 -.071 6 -.063 -.074 7 -.486 -.068 1 1.015 .196 - 2 -.579 -.207 3 -.216 -.137 4 .455 .040 5 .341 -.010 6 -.051 -.115 7 -.468 -.214 ` �� E Linear Elastic analysis results :.� WE 1.494 1.804 1.268 .194 .760 -.357 1.544 2.023 2.244 1.519 .361 1.029 -.384 1.892 2.300 2.428 1.603 -.473 1.252 312 1.996 2.078 2.229 1.482 -.411 1.263 .201 1.788 Page 1 Axial @ GJ (kips) -.987 .532 .187 -.449 -.306 .062 .442 -.980 .537 .192 -.444 -.299 .067 .447 -.975 .541 .196 -.440 -.294 .071 .451 -.988 .556 .204 -.444 -.299 .073 .463 -1.041 .591 .221 -.465 -.340 .061 .484 -1.019 .577 .213 -.457 -.344 .049 .466 Shear @ GJ (kips) .373 -.451 -.317 .048 .190 -.089 -.386 .373 -.347 -.214 .100 .190 -.037 -.282 .373 -.274 -.140 .137 .190 -.001 -.209 .328 -.203 -.085 .139 .176 .025 -.142 -.012 -.011 -.014 -.013 .069 .048 .016 -.198 .147 .077 -.071 .008 .084 .155 BM @ GJ (K -f t) -.747 1.005 .738 -.045 -.380 .230 .875 -1.494 1.804 1.268 -.194 -.760 .357 1.544 -2.023 2.244 1.519 -.361 -1.029 .384 1.892 -2.310 2.442 1.614 -.473 -1.183 .372 2.037 2.310 -2.442 -1.614 .473 1.183 -.372 -2.037 2.300 -2.428 -1.603 .473 1.252 -.312 -1.996 Str No. 22 10 Apr 97 09:26 am Stephen P. Maslan & Co. -DL=STEEL"-WEIGHT,LL=41 PSF,WL=143 MPH EXP C IN P25-13 22 GA. 3 1 2 3 4 5 6 7 10 1 BM @ GJ Load Combination' Results , gem Load Axial @ LJ Shear @ LJ Vo. Comb (kips) (kips) 7 1 .954 .398 2 -.525 -.321 3 -.183' -.178 4 .437 .132 5 .336 .059 6 -.027 -.123 7 -.415 -.305 3 1 .786 .540 2 -.454 -.367 3 -.172 -.173 4 .349 .213 5 .309 .133 6 -.008 -.092 7 -.351 -.326 3 1 2 3 4 5 6 7 10 1 BM @ GJ 2 (kips) 3 -.891 4 -1.547 .528 .248 6 .208 7 L1 1 ' -.124 2 -.332 3 -1.180 4 088 5 .418 6 1.400 7 12 1 .455 2 1.414 3 .147 4 -.315 5 .009 6 -.129 7 .627 -.381 -.156 .270 .274 .005 -.288 .592 -.378 -.166 .245 .271 .004 -.287 .567 -.382 .-.179 .225 .271 .003 -.290 .534 -.381 -.189 .201 .268 .002 -.289 .609 -.402 -.183 .246 .190 -.068 -.341 .535 -.359 -.167 .213 .189 -.047 -.297 .449 -.310 -.149 .175 .183 -.025 -.248 .374 -.267 -.133 .141 .182 -.003 -.205 BM @ LJ (K -f t) 2.078 -2.229 -1.482 .411 1.263 -.201 -1.788 1.547 -1.818 -1.262 .227 1.180 -.048 -1.400 .950 -1.414 -1.073 -.009 1.025 .047 -1.045 .342 -1.009 -.886 -.253 .824 .108 -.705 -.184 -.651 -.717 -.461 .625 .146 -.414 .621 -.345 -.568 -.628 .431 .161 -.173 13 1 .504 .293 -.976 WEE Linear Elastic analysis results J5 Page 2 Axial @ GJ Shear @ GJ BM @ GJ (kips) (kips) (K -ft) -.891 -.338 -1.547 .528 .248 1.818 .208 .127 1.262 -.390 -.124 -.227 -.332 -.056 -1.180 .029 088 .048 .418 .233 1.400 -.739 -.467 -.950 .455 .315 1.414 .190 .147 1.073 -.315 -.185 .009 -.307 -.129 -1.025 .009 .068 -.047 .352 .274 1.045 -.597 -.529 -.342 .382 .356 1.009 .168 .166 .886 -.247 -.211 .253 -.273 -.186 -.824 -.004 .047 -.108 .289 .294 .705 -.563 -.454 .184 .379 .313 .651 .178 .150 .717 -.223 -.177 .461 -.270 -.185 -.625 -.003 .025 -.146 .288 .251 .414 -.537 -.369 .621 .383 .263 .345 .191 .131 .568 -.202 -.139 .628 -.270 -.179 -.431 -.002 .003 -.161 .291 .202 .173 -.504 -.293 .976 .382 .221 .086 .201 .116 .436 -.179 -.105 .759 -.267 -.178 -.240 -.001 -.019 -.153 .290 .159 -.020 -.475 -.212 1.245 Str No. 22 10 Apr 97 09:26 am 18 1 .374 - Stephen P. Maslan & Co. -.373 2 -.359 DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C 40 1 -.106 1 P25-13 22 GA. .226 4 :,oad Combination Results -.861 -.094 5 4em Load Axial @ LJ Shear @ LJ BM @ LJ Axial @ GJ Shear @ GJ 10. Comb (kips) (kips) (K -ft) (kips) -.290 (kips) 2 -.382 .-.221 -.086 .383 .175 3 -.201 -.116 -.436 .212 .098 .4 .179 .105 -.759 -.157 -.069 5 .267 .178 .240 -.266 -.175 6 .001 .019 .153 0.000 -.040 7 -.290 -.159 .020 .291 .113 L4 1 .475 .212 -1.245 -.446 -.132 2 -.383 -.175 .125 .384 .129 3 -.212 -.098 -.322 .224 .081 4 .157 .069 -.851 -.135 -.033 5 .266 .175 .052 -.265 -.171 6 0.000 .040 .122 .001 -.062 7 -.291 -.113 .165 .292 .067 L5 1 .446 .132 -1.428 -.416 -.051 2 -.384 -.129 .286 .385 .083 3 -.224 -.081 -.226 .235 .064 4 .135 .033 -.905 -.113 .004 5 .265 .171 -.132 -.263 -.168 6 -.001 .062 .067 .002 -.084 7 -.292 -.067 -.260 .293 .020 1 .415 .063 -1.525 -.388 .018 2 -.382 -.093 .399 .383 .048 3 -.234 -.071 -.149 .244 .054 4 .113 0.000 -.920 -.093 .037 5 .259 .175 -.312 -.257 -.171 6 -.004 .084 -.010 .005 -.105 7 -.292 -.029 .306 .293 -.017 L7 1 ..384 .058 -1.549 -.373 .027 2 -.366 -.122 .473 .367 .078 3 -.229 -.101 -.083 .233 .088 4 .098 -.018 -.900 -.090 .059 5 .219 .219 -.495 -.218 -.215 6 -.025 .102 -.110 .026 -.123 7 -.291 -.041 .312 .291 -.003 18 1 .374 - .003 '-1.565 -.373 2 -.359 -.107 .574 .359 3 -.106 .013 .226 4 .095 -.052 -.861 -.094 5 .201 .232 -.713 -.201 6 -.035 .120 -.223 .035 7 -.290 -.020 .332 .290 19 1 .373 .017 -1.563 -.374 2 -.349 -.129 .598 .349 +����ME Linear Elastic_ analysis results- E5 esults- E5 Page 3 .017 .097 .103 .061 -.231 -.125 .010 8M @ GJ (K- ft) -.125 .322 .851 -.052 -.122 -.165 1.428 -.286 .226 .905 .132 -.067 -.260 1.525 -.399 .149 .920 .312 .010 -.306 1.549 -.473 .083 .900 .495 .110 -.312 1.565 -.574 -.013 .861 .713 .223 -.332 1.563 -.598 -.037 .848 .767 .251 -.335 .003 1.565 .120 -.626 Str No. 22 10 Apr 97 09:26 am Page 4 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. Load Combination Results gem Load Axial @ LJ Shear @ LJ BM @ LJ Axial @ GJ Shear @ GJ BM @ GJ Vo. Comb (kips) (kips) (K -ft) (kips) (kips) (K -ft) 3 -.215 -.123 .037 .215 .121 -.065 4 .099 -.052 -.848 -.100 .062 .835 5 .179 .248 -.767 -.179 -.247 .823 6 -.047 .121 -.251 .047 -.126 .279 7 -.288 -.037 ..335 .288 .027 -.343 20 1 .384 -.058 1.549 -.373 -.027 -1.565 2 -.338 -.103 -.752 .338 .147 .626 3 -.201 -.124 -.196 .205 .137 .065 4 .112 -.094 .761 -.104 .054 -.835 5 .169 .176 1.043 -.159 -.261 -.823 6 -.048 .081 .382 .056 -.122 -.279 7 -.281 -.036 -.386 .285 .049 .343 21 1 .415 -.063 1.525 -.388 -.018 -1.549 2 -.310 -.122 -.905 .311 .168 .752 3 -.162 -.145 -.357 .172 .161 .196 4 .149 -.107 .667 -.129 .070 -.761 5 .159 .124 1.217 -.132 -.206 -1.043 6 -.043 .033 .436 .063 -.070 -.382 7 -.258 -.074 -.473 .268 .091 .386 1 .4,46 -.132 1.428 -.416 .051 -1.525 2 -.306 ,-.084 -1.019 .307 .131 .905 3 -.146 -.132 -.507 .158 .149 .357 4 .174 -.139 .538 -.152 .103 -.667 5 .185 .048 1.311 -.155 -.129 -1.217 6 -.022 -.004 ..451 .044 -.032 -.436 7 -.244 -.064 -.551 .256 .082 .473 23 1 .475 -.212 1.245 -.446 .132 -1.428 2 -.305 -.038 -1.085 .306 .084 1.019 3 -.135 -.115 -.638 .146 .132 .507 4 .196 -.175 .371 -.174 .139 -.538 5 .214 -'.032 1.320 -.185 -.048 -1.311 6 0.000 -.040 .427 .022 .004 -.451 7 -.233 -.047 -.610 .244 .064 .551 24 1 .504 -.293 .976 -.475 .212 -1.245 2 -.304 .008 -1.101 .305 .038 1.085 3 -.123 -..098 -.751 .135 .115 .638 4 218 -.211 .165 -.196 .175 -.371 5 .243 -.113' 1.242 -.214 .032 -1.320 6 .022 -.076 .365 0.000 .040 -.427 7 -.221 -.030 -.651 .233 .047 .610 25 1 .534 -.374 .621 -.504 .293 -.976 2 -.303 .054 -1.068 .304 -.008 1.101 3 -.112 -.080 -.846 .123 .098 .751 E'Linear Elastic analysis results Str No. 22 `E5 10 Apr 97 09:26 am Page 4 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C WEE Linear Elastic analysis results' Str No'. 22 - 5 10 Apr 97 09:26 am Page 5 P25-13 22 GA. :oad Combination Results dem Load Axial @ LJ Shear @ LJ BM Q LJ Axial Q GJ Shear Q GJ BM @ GJ 1o. Comb (kips) (kips) (K -f t) (kips) (kips) (K -ft) 4 .240 -.247 -.079 -.218 .211 -.165 5 .273 -.194 1.079 -.243 .113 -1.242 6 .044 -.112 .265 -.022 .076 -.365 7 -.210 -.013 -.674 .221 .030 .651 26 1 .567, -.449 .184 -.537 ..369 -.621 2 -.303 .097 -.989 .304 -.051 1.068 3 -.099 -.064 -.923 .111 .081 .846 4 .265 -.281 -.360 -.242 .245 .079 5 .305 -.271 .832 -.275 .191 -1.079 6 .068 -.148 .126 -.045 .112 -.265 7 -.198 .003 -.681 .209 .015 .674 ?7 1 .592 -.535 -.342 -.563 .454 -.184 2 -.301 .146 -.858 .302 -.100 .989 3 -.088 -.046 -.981 .100 .063 .923 4 .284 -.319 -.680 -.262 .283 .360 5 .331 -.355 .497 -.302 .274 -.832 6 .089 -.184 -.051 -.066 .148 -.126 7 -:186 .022 -.667 .198 -.004 .681 ?8 1 .627 -.609 -.950 -.597 .529 .342 2 -.301 .190 -.681 .302 -.143 .858 3 -.076 -.029 -1.022 .088 .047 .981 4 .310 -.353 -1.038 -.287 .317 .680 5 .365 -.432 .079 -.335 .352 -.497 6 .113 -.219 -.266 -.090 .184 .051 7 -.175 .037 -.636 .186 -.020 .667 ?9 1 .786 -.540 -1.547 -.739 .467 .950 2 -.332 .175 -.504 .334 -.124 .681 3 -.'050 -.019 -1.059 .068 .044 1.022 4 .410 -.309 -1.387 -.376 .281 1.038 5 .492 -.420 -.376' -.446 .348 -.079 6 .190 -..219 -.509 -.155 .191 .266 7 -.160 .026 -.620 .178 -.001 .636 30 1 .954 -:398 -2.078 -.891 .338 1.547 2 -.361 .155 -.326 .364 -.091 .504 3 -.019 .012 -1.072 .044 .030 1.059 4 .519 -.215 -1.688 -.472 .202 1.387 5 .641 -.352 -.840 -.578 .291 .376 6 .284 -.180 -.760 -.237 .167 .509 7 -.137 .030 -.608 .162 .013 .620 31 1 1.015 -.196 2.078 -1.019 .198 -2.299 2 -.385 .078 .326 .383 -.113 -.219 3 -.022 .008 1.072 .019 -.043 -1.044 4 .552 -.105. 1.688 -.554 .088 -1.797 WEE Linear Elastic analysis results' Str No'. 22 - 5 10 Apr 97 09:26 am Page 5 Stephen P. Maslan & Co. DL=STEEL WEIGHT,,LL=41 PSF,WL=143 MPH EXP C v P25-13 22 GA. oad Combination Results [em Load Axial @ LJ Shear @ LJ lo. Comb (kips) (kips) 5 .699 -.214 6 .314 -.118 7- -.140 .001 2 1 1.038 -.010 2 -.397 .042 3 -.026 .038 4 .561 .014 5 .730 -.085 6 .330 -.043 7 -.142 .010 1 .987 .342 2 -.392 -.024 3 -.043 .099 4 .524 .239 5 .723 .167 6.325 .108 7 -.142 .033 14 1 2 �3 4 5 6 7 35 1 2 3 4 5 6 7 1 2 3 4 5 6 7 .980 .373 -.388 -.004 -.043 .130 .518 .272 .721 .190 .325 .134 -.140 .061 .987 .373 -.383 .060 -.038 .194 .524 .304 .728 .190 .330 .166 -.135 .125 .994 .373 -.378 .125 -.033 .259 .529 .336 .735 .190 .335 .199 -.130 .190 M BM @ LJ (K - ft) .840 .760 '.608 2.299 .219 1.044 1.797 1.082 .883 .587 -1.867 -.221 -.890 -1.480 -:950 -.792 -.546 -1.494 -.242 -.777 -1.216 -.760 -.666 -.502 -.747 -.186 -.453 -.640 -.380 --.365 -.315 0.000 0.000 0.000 0.000 .0 . 000 0.000 0.000 Axial @ GJ (kips) -.702 -.317 .138 -1.041 .394 .024 -.563 -.733 -.332 .140 -.983 .395 .046 -.520 -.719 -.322 .145 -.976 .391 .046 -.516 -.718 -.322 .143 -.980 .388 .043 -.518 -.721 -.325 .140 -.987 .383 .038 -.524 -.728 -.330 .135 Shear @ GJ (kips) .216 .102 -.036 .012 -.072 -.069 -.029 .087 .028 -.041 -.342 .066 -.057 -.218 -.167 -.087 .009 -.373 .037 -.097 -.256 -.190 -.118 -.028 -.373 .004 -.130 -.272 -.190 -.134 -.061 -.373 -.060 -.194 -.304 -.190 -.166 -.125 Dotes: L. Positive axial forces act in the positive local (member) x direction. ?. Positive shear forces act in the positive local (member) y direction. 3. Positive bending moments act counter -clockwise. BM @ GJ (K -f t) -1.082 -.883 -.587 -2.310 -.163 -.991 -1.776 -1.166 -.918 -.562 2.310 .163 .991 1.776 1.166 .918 .562 1.867 .221 .890 1.480 .950 .792 .546 1.494 .242 .777 1.216 .760 .666 .502 .747 .186 .453 .640 .380 .365 .315 IME Linear Elastic analysis results Str No. 22 D 5 10 Apr 97 09:26 am Page 6 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. *** MEMBER STRESSES *** Goad Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 1 1 1 -984.0 -369.8 0.0 -984.0 -984.0 2 -977.1 369.8 6,085.8 5,108.7 -7,062.8 2 1 .521.7 549.0 0.0 521.7 521.7 2 526.9 -446.5 -8,191.2 -7,664.2 8,718.1 3 1 179.8 .416.5 0.0 179.8 179.8 2 185.0 -314.0 -6,010.7 -5,825.8 6,195.7 4 1 -450.1 3.3 0.0 -450.1 -450.1 2 -444.9 47.9 367.0 -77.9 -811.9 5 1 -309.5 -188.1 0.0 -309.5 -309.5 2 -302.6 188.1 3,095.4 2,792.8 -3,398.0 6 1 55.8 139.6 0.0 55.8 55.8 2 61.0 -88.4 -1,875.8 -1,814.8 1,936.7 7 1 432.7 484.7 0.0 432.7 432.7 2 437.9 -382.2 -7,132.1 -6,694.2 7,570.0 2 1 2 -977.1 -369.8 6,085.8 5,108.7 -7,062.8 3 -970.1 369.8 12,171.6 11,201.5 -13,141.7 2 2 526.9 446.5 -8,191.2 -7,664.2 8,718.1 3 532.1 -344.0 -14,695.7 -14,163.6 15,227.9 3 2 185.0 314.0 -6,010.7 -5,825.8 6,195.7 3 190.2 -211.5 -10,334.9 -10,144.7 10,525.0 4 2 -444.9 -47.9 367.0 -77.9 -811.9 3 -439.7 99.2 1,577.3 1,137.7 -2,017.0 •5 2 -302.6 -188.1 3,095.4 2,792.8 -3,398.0 3 -295.6 188.1 6,190.8 5,895.1 -6,486.4 6 2 61.0 88.4 -1,875.8 -1,814.8 1,936.7 3 66.2 -37.1 -2,908.3 -2,842.1 2,974.4 7 2 437.9 382.2 -7,132.1 -6',694.2 7,570.0 3 443.1 -279.7 -12,577.7 -12,134.6 13,020.8 3 1 3 -970.1 -369.8 12,171.6 11,201.5 -13,141.7 4 -965.2 369.8 16,483.4 15,518.2 -17,448.5 2 3 532.1 344.0 -14,695.7 -14,163.6 15,227.9 4 535.8 -271.4 -18,283.4 -17,747.6 18,819.3 3 3 190.2 211.5 -10,334.9 -10,144.7 10,525.0 4 193.9 -138.9 -12,377.7 -12,183.9 12,571.6 4 3 -439.7 -99.2 1,577.3 1,137.7 -2,017.0 4 -436.0 135.5 2,945.2 2,509.3 -3,381.2 5 3 -295.6 -188.1 6,190.8 5,895.1 -6,486.4 4 -290.7 188.1 8,383.8 8,093.1 -8,674.6 6 3 66.2 37.1 -2,908.3 -2,842.1 2,974.4 4 69.9 -.8 -3,129.4 -3,059.5 3,199.3 7 3 443.1 279.7 -12,577.7 -12,134.6 13,020.8 4 446.8 -207.1 -15,415.1 -14,968.3 15,861.9 4 1 4 -981.4 -324.3 16,483.4 15,501.9 -17,464.8 34 -978.4 324.4 18,823.6 17,845.2 -19,801.9 E Linear Elastic analysis results Str No. 22 ._ E5 10 Apr 97 09:26 am Page 1 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. Load Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) . (psi) (psi) (psi) (psi) 2 4 547.9 246.1 -18,283.4 -17,735.5 18,831.4 34 550.2 -201.0 -19,896.2 -19,346.0 20,446.4 3 4 200.2 129.7 -12,377.7 -12,177.6 12,577.9 34 202.4 -84.7 -13,151.0 -12,948.5 13,353.4 4 4 -441.8 -115.0 2,945.2 2,503.4 -3,387.1 34 -439.6 137.5 3,856.0 3,416.4 -4,295.5 5 4 -299.2 -174.3 8,383.8 8,084.6 -8,683.0 34 -296.2 174.5 9,641.9 9,345.7 -9,938.1 6 4 69.8 -2.5 -3,129.4 -3,059.6 3,199.2 34 72.1 25.0 -3,030.2 -2,958.1 3,102.4 7 4 456.0 185.9 -15,415.1 -14,959.1 15,871.0 34 458.3 -140.9 -16,594.1 -16,135.8 17,052.4 5 1 33, -1,027.5 10.2 -18,735.9 -19,763.4 17,708.3 34 -1,030.7 -11.5 -18,823.6 -19,854.3 17,792.8 2 33 588.0 -40.1 19,779.0 20,367.0 -19,190.9 34 585.7 -11.1 19,896.2 20,481.9 -19,310.6 ' 3 33 221.3 -37.'1 13,058.7 13,280.0 -12,837.3 34 219.0 -14.2 13,151.0 13,369.9 -12,932.0 4 33 -458.0 -13.1 -3,856.8 -4,314.8 3,398.8 34 -460.4 -13.0 -3,856.0 -4,316.4 3,395.6 5 33 -333.6 -69.9 -10,201.2 -10,534.8 9,867.6 34 -336..8 68.6 -9,641.9 -9,978.7 9,305.1 6 33 62.4 -73.2 2,544.2 2,606.7 -2,481.8 34 60.0 47.1 3,030.2 3,090.3 -2,970.2 7 33 481.6 -67.1 16,259.2 16,740.7 -15,777.6 34 479.2 15.8- 16,594.1 17,073.3 -16,114.9 6 1 5 -1,005.4• 194.1 -16,933.5 -17,938.9 15,928.1 33 -1,008.7 -196.2 -18,735.9 -19,744.6 17,727.2 2 5 573.5 -205.1 18,157.6 18,731.1 -17,584.0 33 571.1 146.0 19,779.0 20,350.0 -19,207.9 3 5 213:4 -135.6 12,078.8 12,292.3 -11,865.4 33 211.0 76.5 13,058.7 13,269.6 -12,847.7 4 5 -450.3 39.7 -3,350.0 -3,800.4 2,899.7 33 -452.8 -70.0- -3,856.8 -4,309.6 3,404.0 5 5 -337.5 -10.4 -10,287.4 -10,624.9 9,950.0 33 -340.8 8.3 -10,201.2 -10,542.0 9,860.4 6 5 50.6 -113.6 1,634.5 1,685.1 -1,583.9 33 48.1 83.3 2,544.2 2,592.4 -2,496.1 7 5 463.9 -212.3 14,571.1 15,035.0 -14,107.2 33' 461.4 153.2 16,259.2 16,720.6 -15,797.7 7 1 5 -944.9 394.5 16,933.5 15,988.6 -17,878.4 6 -882.7 -334.8 12,601.7 11,719.0 -13,484.4 2 5 519.8 -317.4 -18,157.6 -17,637.7 18,677.4 6 522.6 246.0 -14,810.7. -14,288.1 15,333.2 3 5 181.4 -176.2 -12,078.8 -11,897.4 12,260.2 6 206.1 125.9 -10,284.5 -10,078.4 10,490.5 E Linear Elastic analysis results E5 Str No. 22 .A 10 Apr 97 09:26 am Page -2 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C Page 3 P25-13 22 GA. Jkombination Results ' Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 4 5 -432.9 130.5 3,350.0 2,917.2 -3,782.9 6 -386.2: -122.7 1,846.5 1,460.3 -2,232.7 5 5 -332.5 58.5 10,287.4 9,954.9 -10,619.9 6 -328.9 -55..0 9,613.4 9,284.5 -9,942.3 6 5 26.4 -121.6 -1,634.5 -1,608.1 1,661.0 6 29.1 87.2 -394.7 -365.6 423.9 7 5 411.1 -302.2 -14,571.1 -14,160.1 14,982.2 6 413.8 230.8 -11,405.1 -10,991.3 11,818.8 8 1 6 -778.0 534.8 12,601.7 11,823.7 -13,379.7 7 -732.2 -462.8 7,739.5 7,007.3 -8,471.7 2 6 449.2 -363.1 -14,810.7 -14,361.5 15,259.9 7 450.8 312.0 -11,520.4 -11,069.6 11,971.3 3 6 170.3 -171.2 -10,284.5 -10,114.2 10,454.8 7 188.3 145.8 -8,739.1 -8,550.8 8,927.4 4 6 -346.0 210.9 1,846.5 1,500.5 -2,192.5 7 -311.7 -183.7 -76.6 -388.3 -235.2 5 6 -306.4 131.5 9,613.4 9,306.9 -9,919.8 7 -304.2 -128.1 8,348.2 8,044.0 -8,652.4 6 6 7.6 -91.6 -394.7 -387.1 402.4 7 9.3 67.4 380.0 389.2 -370.7 7 6 347.1 -322.4 -11,405.1 -11,058.0 11,752.2 7 348.8 271.4 -8,510.8 -8,162.0 8,859.6 9 1 7 -621.3 603.6 7,739.5 7,118.2 -8,360.8 8 -591.5 -524.1 2,785.2 2,193.7 -3,376.7 2 7 377.0 -398.1 -11,520.4 -11,143.4 11,897.4 8 378.0 352.3 -8,223.5 -7,845.5 8,601.5 3 7 154.2 -181.5 -8,739:1 -8,584.8 8,893.3 8 165.9 164.2 -7,220.3 -7,054.4 7,386.3 4 7 -267.3 243.9 -76.6 -343.8 -190.7 8 -244.9 -.208.5 -2,064.1 -2,309.0 1,819.2 5 7 -271.4 187.9 8,348.2 8,076.8 -8,619.6 8 -270.1 -184.4, 6,712.2 6,442.1 -6,982.2 6 7 -4.8 -67.8 380.0 375.2 -384.8 8 -3.8 46.2 881.1 877.3 -884.9 7 7 285.5 -337.3 -8,510.8 -8,225.3 8,796.3 8 286.5 291.6 -5,747.7 -5,461.3 6,034.2 10 1 8 -586.7" 529.4 2,785.2 2,198.5 -3,371.9 9 -557.6 -449.7 -1,502.1 -2,059.7 944.5 2 8 374.7 -355.8 -8,223.5 -7,848.8 8,598.2 9 375.7 310.1 -5,307.8 -4,932.1 5,683.4 3 8 164.4 -165:7 -7,220.3 -7,055.9 7,384.7 9 175.8 148.7 -5,843.6 -5,667.8 6,019.4 4 8 -243.0 210.7 -2,064.1 -2,307.1 1,821.2 9 -221.2 -175.0 -3,753.0 -3,974.2 3,531.8 5 8 -268.4 186.9 6,712.2 6,443.8 -6,980.5 9 -267.1 -183.4 5,090.5 4,823.4 -5,357.6 E Linear Elastic analysis results Str No. 22 5 10 Apr 97 09:26 am Page 3 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. joad Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 6 8 -4.2 -46.2 881.1 876.8 -885.3 9 -3.3 24.7 1,191.5 1,188.2 -1,194.7 7 8 283.8 -294.2 -5,747.7 -5,464.0 6,031.5 9 284.7 248.5 -3,371.4 -3,086.6 3,656.1 11 1 9 -561.7 444.6 -1,502.1 -2,063.8 940.4 10 -531.9 -365.1 -5,059.2 -5,591.1 4,527.3 2 9 378.5 -306.7 -5,307.8 -4,929.3 5,686.3 10 379.5 260.9 -2,814.0 -2,434.6 3,193.5 3 9 177.1 -147.1 -5,843.6 -5,666.5 6,020.7 10 188.8 129.8 -4,627.0 -4,438.2 4,815.8 4 9 -222.8 173.0 -3,753.0 -3,975.8 3,530.2 10 -200.4 -137.5 -5,117.2 -5,317.6 4,916.8 5 9 -268.8 181.0 5,090.5 4,821.8 -5,359.3 10 -267.5 -177.5 3,515.4 3,248.0 -3,782.9 6 9 -3.1 -24.7 1,191.5 1,188.4 -1,194.5 10 -2.1 3.1 1,313.8 1,311.7 -1,315.9 7 9 287.0 -245.9 -3,371.4 -3,084.4 3,658.3 10 288.0 200.1 -1,411.5 -1,123.5 1,699.5 12 1 10 -528.5 369.9 -5,059.2 -5,587.7 4,530.7 11 '-499.4 -290.1 -7,949.4 -8,448.8 7,450.0 2 10 377.1 -264.4 -2,814.0 -2,437.0 3,191.1 11 378.0 218.7 -698.7 -320.6 1,076.7 „ 3 10 187.6 -131.5 -4,627.0 -4,439.4 4,814.6 11 199.0 114.5 -3,549.5 -3,350.5 3,748.5 4 10 -199.1 139.4 -5,117.2 -5,316.3 4,918.0 11 -177.3 -103.6' -6,181.2 -6,358.5 6,003.9 5 10 -265.8 180.0 3,515.4 3,249.6 -3,781.3 11 -264.6 -176.5 1,954.7 1,690.1 -2,219.3 6 10 -2.1 -3.1 1,313.8 1,311.7 -1,315.9 11 -1.2 -18.4 1,246.9 1,245.7 -1,248.0 7 10 286.1 -202.8 -1,411.5 -1,125.4 1,697.6 11. 287.1 157.2 164.5 451.6 122.5 13 1 11' -499.4 290.1 -7,949.4 -8,448.8 7,450.0 12 -470.4 .-210.4 -10,141.1 -10,611.4 9,670.7 2 11 378.0 -218.7 -698.7 -320.6 1,076.7 12 379.0 173.1 1,017.2 1,396.2 -638.3 3 11 199.0 -114.5 -3,549.5 -3,350.5 3,748.5 12 210.4 97'.5 -2,621.0 -2,410.6 2,831.4 4 11 -177.3 103.6 -6,181.2 -6,358.5 6,003.9 12 -155.5 -67.9 -6,932.5 -7,088.0 6,777.0 5 11 -264.6 176.5 1,954.7 1,690.1 -2,219.3 12 -263.3 -173.0 424.4 161.1 -687.7 6- 11 -1.2 18.4 1,246.9 1,245.7 -1,248.0 12 -.2 -39.9 991.6 991.4 -991.8 7 11 287.1 -157.2 164.5 451.6 122.5 12 288.0 111.5 1,341.0 1,629.1 -1,053.0 Linear Elastic analysis results Str No. 22 WE 5 10 Apr 97 09:26 am Page 4 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C • P25-13 22 GA. Load Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 14. 1 12 -470.4 210.4 -10,141.1 -10,611.4 9,670.7 13 -441.3 -130.6 -11,634.2 -12,075.5 11,192.9 2 12 379.0 -173.1 1,017.2 1,396.2 -638.3 13 379.9 127.5 2,333.6 2,713.5 -1,953.7 3 12 210.•4 -97.5 -2,621.0 -2,410.6 2,831.4 13 221.7 80.5 -1,841.4 -1,619.7 2,063.2 4 12 -155.5 67.9• -6,932.5 -7,088.0 6,777.0 13 -133.7 -32.2 -7,371.1 -7,504.7 7,237.4 5 12 -263.3 173.0 424.4 161.1 -687.7 13 -262.0 -169.5 -1,075.6 -1,337.6 813.5 6 12 -.2 39.9 991.6 991.4 -991.8 13 .7 -61.4 547.9 548.7 -547.2 7 12 288.0 -111.5 1,341.0 1,629.1 -1,053.0 13 289.0 65.9 2,118.1 2,407.0 -1,829.1 15 1 13 -441.3 130.6 -11,634.2 -12,075.5 11,192.9 14 -412.2 -50.9 -12,428.8 -12,841.0 12,016.6 2 13 379.9 -127.5 2,333.6 2,713.5 -1,953.7 14 380.9 81.9 3,250.5 3,631.4 -2,869.6 3 13 221.7 -80.5 -1,841.4 -1,619.7 2,063.2 14 233.1 63.5 -1,210.8 -977.7 1,444.0 4 13 -133.7 32.2 -7,371.1 -7,504.7 7,237.4 14 =111.9 3.5 -7,496.9 -7,608.8 7,385.0 5 13 -262.0 169.5 -1,075.6 -1,337.6 813.5 14 -260.8 -166.1 -2,545.1 -2,805.8 2,284.3 6 13 .7 61.4 547.9 548.7 -547.2 14 1.7 -82.9 -84.1 -82.4 85.8 7 13 289.0 -65.9 2,118.1 2,407.0 -1,829.1 14 289.9 20.3 2,495.6 2,785.5 -2,205.7 16 1 14 -410.6 62.3 -12,428.8 -12,839.4 12,018.2 15 -383.8 18.2 -12,620.3 -13,004.1 12,236.5 2. 14 378.4 -92.5 3,250.5 '3,628.9 -2,872.0 15 379.3 47.3 3,856.7 4,236.0 -3,477.4 3 14 231.3 -70.0 -1,210.8 -979.6 1,442.1 15 241.8 53.7 -674.4 -432.7 916.2 4 14 -111.9 -.4 -7,496.9 -7,608.8 7,384.9 15 -91'.8 36.9 -7,335.4 -7,427.2 7,243.6 5 14 -256.0 173.3 -2,545.1 -2,801.1 2,289.0 15 -254.9 -169.8 -4,032.8 -4,287.6 3,777.9 6 .14 4:0 82.8 -84.1 -80.1 88.1 15 4.9 -104.1 -894.8 -889.9 899.6 7 14 289.2 -28.4 2,495.6 2,784.8 -2,206.3 15 290.1 -16.8 2,545.9 2,836.0 -2,255.8 17 1 15 -379.9 57.4• -12,620.3 -13,000.2 12,240.4 16 -369.4 26.6 -12,748.1 -13,117.4 12,378.7 2 15 362.7 -120.8 3,856.7 4,219.4 -3,494.1 16 363.0 77.7 4,679.8 5,042.7 -4,316.8 EE Linear Elastic analysis results Str No. 22 --, 5 10 Apr 97 09:26 am Page 5 " Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. joad Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 3 15 226.5 -100.1 -674.4 -447.9 901.0 16 230.6 87.2 102.2 332:8 128.5 4 15 -97.3 -18.2 -7,335.4 -7,432.7 7,238.2 16 -89.4 58.4 -7,018.2 -7,107.6 6,928.8 5 15 -216.6 216.5 -4,032.8 -4,249.4 3,816.1 16 -216.2 -.213.0 -5,813.4 -6,029.6 5,597.2 6 15 25.2 101.1 -894.8 -869.6 920.0 16 25.5 -121.4 -1,817.2 -1,791.7 1,842.7 7 15 287.8 -40.4 2,545.9 2,833.6 -2,258.1 16 288.1 -2.6 2,702.7 2,990.8 -2,414.6 18 1 16 -370.3 2.6 -12,748.1 -13,118.4 12,377.7 32 -369.5 16.8 -12,734.7 -13,104.2 12,365.2 2 16 355.7 -106.1 4,679.8 5,035.5 -4,324.0 32 355.7 96.3 4,870.9 5,226.6 -4,515.1 3 16 223.0 -105.2 102.2 325.2 120.9 32 223.4 102.4 298.1 521.4 -74.7 4 16 -93.7- -51.1 -7,018.2 -7,111.9 6,924.5 32 -93.0 60.5 -6,912.9 -7,005.9 6,819.9 5 16 -198.7 229.4 -5,813.4 -6,012.1 5,614.7 32 -198.7 -228.6 -6,245.7 -6,444.4 6,047.0 6 16 35.0 119.0 -1,817.2 -1,782.2 1,852.2 32 35.0 -123.6 -2,046.1 -2,011.1 2,081.2 7 16 287.4 -20.1 2,702.7 2,990.1 -2,415.3 32 287.4 10.3 2,731.4 3,018.8 -2,444.0 19 1 32 -369.5 16.8 -12,734.7 -13,104.2 12,365.2 37 -370.3 2.6 -12,748.1 -13,118.4 12,377.7 2 32 345.6 -128.2 4,870.9 5,216.4 -4,525.3 37 345.5 118.4 5,103.5 5,449.0 -4,757.9 3 32 213.2 -122.2 298.1 511.2 -84.9 37 212.8 119.3 525.9 738.7 -313.1 4 32 -98.1 -51.8 -6,912.9 -7,011.0 6,814.8 37 -98.8 61.1 -6,806.4 -6,905.2 6,707.6 5 32 -177.2 245.7 -6,245.7 -6,422.9 6,068.6 37 -177.2 -244.9 -6,708.5 -6,885.7 6,531.3 6 32 46.1 119.9 -2,046.1 -2,000.1 2,092.2 37 46.1 -124.5 -2,276.7 -2,230.6 2,322.8 7 32 285.3 -36.3 2,731.4 3,016.7 -2,446.1 37 285.3 26.5 2,790.7 3,076.0 -2,505.5 20 1 31 -379.9 -57.4 12,620.3 12,240.4 -13,000.2 37 -369.4 -26.6 12,748.1 12,378.7 -13,117.5 2 31 334.8 -102.2 -6,129.5 -5,794.8 6,464.3 37 335.1 145.3 -5,103.5 -4,768.4 5,438.6 3 31 198.7 -122.9 -1,598.4 -1,399.7 1,797.0 37 202.8 135.8 -525.9 -323.1 728.7 4 31 -111.2 -93.4 6,199.0 6,087.8 -6,310.2 37 -103.3 53.1 6,806.4 6,703.0 -6,909.7 E Linear Elastic analysis results Str No'. 22 .--WE5 10 Apr 97 09:26 am Page 6 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C 0 P25-13 22 GA. goad Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 5 31 -167.8 •174.0 8,500.1 8,332.3 -8,667.9 37 -157.3 -258.1 6,708.5 6,551.2 -6,865.8 6 31 47.9 80.3 3,108.9 3,156.7 -3,061.0 37 55.7 -120.5 2,276.7 2,332.4 -2,221.0 7 31 278.2 -36.1 -3,143.4 -2,865.3 3,421.6 37 282.3 49.0 -2,790.7 -2,508.4 3,073.0 21 1 30 -410.6 -62.3 12,428.9 12,018.2 -12,839.5 31 -383.8 -18.2 12,620.3 12,236.5 -13,004.1 2 30 307.4 -120:7 -7,372.4 -7,065.0 7,679.8 31 308.2 165.9 -6,129.5 -5,821.3 6,437.8 3 30 160.2 -143.2 -2,911.1 -2,750.9 3,071.3 31 170.7 159.5 -1,598.4 -1,427.7 1,769.1 4 30 -147.5 -106.2 5,436.0 5,288.5 -5,583.4 31 -127.3 69.7- 6,199.0 6,071.7 -6,326.4 5 30 -157.3 123.1 9,916.5 9,759.3 -10,073.8 31 -130'.4 -203.6 8,500.1 8,369.7 -8,630.5 6 30 42.5 32.8 3,551.7 3,594.2 -3,509.1 31 62.7 -69.3 3,108.9 3,171.5 -3,046.2 7 30 255.2 -73.7 -3,853.2 -3,598.0 4,108.4 31 265.7 90.0 -3,143.4 -2,877.7 3,409.2 1 29 -441.3 -130.6 11,634.3 11,193.0 -12,075.5 30 -412.2 50.9 -. 12,428.9 12,016.7 -12,841.1 2 29 302.9 -83.6 -8,304.6 -8,001.7 8,607.5 30 303.9 129.3 -7,372.4 -7,068.5 7,676.3 3 29 144.8 -130.6 -4,129.6 -3,984.8 4,274.3 30 156.1 147.6 -2,911.1 -2,754.9 3,067.2 4 29' -172.2 -137.8 4,385.6 4,213.4 -4,557.8 30 -150.4 102.1 5,436.0 5,285.6 -5,586.3 5 29 -182.9 47.6 10,683.0 10,500.1 -10,865.9 30. -153.8 -127.4 9,916.5 9,762.8 -10,070.3 6 29 21.6 -4.1 3,672.1 3,693.8 -3,650.5 30 43.4 -31.6 3,551.7 3,595.1 -3,508.2 7 29 241.7 -63.8 -4,486.3 -4,244.6 4,728.0 30 253.1 80.8 -3,853.2 -3,600.1 4,106.2 23 1 28 -470.4 -210.4 10,141.1 9,670.8 -10,611.5 29 -441.3 130.6 11,634.3 11,193.0 -12,075.5 2 28 302.0 -38.0 -8,837.3 -8,535.3 9,139.3 29 302.9 83.6 -8,304.6 -8,001.7 8,607.5 3 28 133.4 -113.6 -5,199.1 -5,065.7 5,332.5 29 144.8 130.6 -4,129.6 -3,984.8 4,274.3 4 28 -194.0 -173.5 3,022.5 2,828.5 -3,216.5 29 -172.2 137.8 4,385.6 4,213.4 -4,557.8 5 28 -211.9 -32.1 10,751.0 10,539.0 -10,962.9 29 -182.9 -47.6 10,683.0 10,500.1 -10,865.9 6 28 -.2 -39.8 3,479.9 3,479.7 -3,480.0 29 21.6 4.1 3,672.1 3,693.8 -3,650.5 E Linear Elastic analysis results Str No. 22 IWE5 10 Apr 97 09:26 am Page-, 7 I Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. goad Combination Results ,Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 7 28 '. 230.3 -46.8 -4,970.4 -4,740.1 5,200.7 29 .241.7 63.8 -4,486.3 -4,244.6 4,728.0 24 1 27 -499.4 -290.1 7,949.5 7,450.1 -8,448.9 28 -470.4 210.4 10,141.1 9,670.8 -10,611.5 2 27 301.0 7.6 -8,970.5 -8,669.5 9,271.5 28 302.0 38.0 -8,837.3 -8,535.3 9,139.3 3 27 122.0 -96.6 -6,119.7 -5,997.7 6,241.7 28 133.4 113.6 -5,199.1 -5,065.7 5,332.5 4 27 -215.8 -209.2 1,346.7 1,130.9 -1,562.5 28 -194.0 173.5 3,022.5 2,828.5 -3,216.5 5 27 -241.0 -111.9 10,120.4 9,879.4 -10,361.4 28 -211.9 32.1 10,751.0 10,539.0 -10,962.9 6 27 -22.0 -75.5 2,974.8 2,952.8 -2,996.8 28 -.2 39.8 3,479.9 3,479.7 -3,480.0 7 27 218.9 -29.8 -5,305.6 -5,086.7 5,524.5 28 230.3 46.8 -4,970.4 -4,740.1 5,200.7 25 1 26 -528.5 -369.9 5,059.3 4,530.8 -5,587.9 27 -499.4 290.1 7,949.5 7,450.1 -8,448.9 2 26 300.1 53.2 -8,704.2 -8,404.1 9,004.3 27 301.0 -7.6 -8,970.5 -8,669.5 9,271.5 3 26 110.6 -79.6 -6,891.3 -6,780.6 7,001.9 • 27 122.0 96._6 -6,119.7 -5,997.7 6,241.7 4 26 -237.6 -244.9 -641.9 -879.5 404.3 27 -215.8 209.2 1,346.7 1,130.9 -1,562.5 5 26 -270.1 -191.6 8,791.3 8,521.2 -9,061.4 27 -241.0 111.9 10,120.4 9,879.4 -10,361.4 6 26 -43.8 -111.2 2,157.1 2,113.3 -2,200.9 27 -22.0 75.5 2,974.8 2,952.8 -2,996.8 7 26 207.5 -12.8 -5,491.8 -5,284.2 5,699.3 27 218.9 29.8 -5,305.6 -5,086.7 5,524.5 26 1 25 -561.7 -444.6 1,502.2 940.5 -2,063.9 26 -531.9 365.1 5,059.3 4,527.5 -5,591.2 2 25 299.6 96.3 -8,059.6 -7,760.0 8,359.2 26 300.6 -50.5 -8,704.2 -8,403.6 9,004.8 3 25 98.2 -63.3 -7,523.7 -7,425.5 7,622.0 26 109.9 80.6 -6,891.3 -6,781.4 7,001.2 4 25 -262.2 -278.2 -2,930.6 -3,192.8 2,668.4 26 -239.8 242.7 -641.9 -881.8 402.1 5 25 -301.7 -268.7 6,779.7 6,478.1 -7,081.4 26 -271.8 -189.2 8,791.3 8,519.5 -9,063.1 6 25 -67.2 -146.3 1,027.5 960.3 -1,094.7 26 -44.8 110.8 2,157.1 2,112.3 -2,201.9 7 25 195.7 2.6 -5,544.7 -5,348.9 5,740.4 26 207.4 14.7 -5,491.8 -5,284.4 5,699.2 27 1 24 -586.7 -529.4 -2,785.1 -3,371.8 2,198.4 Ajjkj,ME Linear Elastic analysis results Str No. 22 - !E5 10 Apr 97 09:26 am Page 8 Page 9 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C • P25-13 22 GA. Load Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi)-• (psi) (psi) (psi) 25 -557.6 449.'7 1,502.2 944.6 -2,059.9 2 24• 297.7 144.6 -6,992.9 -6,695.2 7,290.7 25 298.7 -99.0 -8,059.6 -7,760.9 8,358.3 3 24. 87.4 -45.4 -7,996.1 -7,908.7 8,083.5 25 98.8 62.4 -7,523.7 -7,424.9 7,622.5 4 24 -281.5 -316.3 -5,544.0 -5,825.5 5,262.6 25 -259.7 280.6 -2,930.6 -3,190.3 2,671.0 5 24 -328.3 -351.2 4,053.5 3,725.2 -4,381.8 25 -299.2 271.4 6,779.7 6,480.6 -7,078.9 6 24 -87.6 •-182.6 -415.1 -502.7 327.4 25 -65.8 146.9 1,027.5 961.7 -1,093.3 7 24 184.3 21.4 -5,431.6 75,247.3 5,615.9 25 195.7 -4.4 -5,544.7 -5,349.0 5,740.4 28 1 23 -621.3 -603.6 -7,739.3 -8,360.6 7,118.0 24 -591.5 524.1 -2,785.1 -3,376.6 2,193.6 2 23 298.1 187.7, -5,545.1 -5,247.0 5,843.2 24 299.1. -141.9 -6,992.9 -6,693.9 7,292.0 3 23 75.3 -29.0 -8,326.4 -8,251.1 8,401.8 24 87.0 46.2 -7,996.1 -7,909.1 8,083.1 4 23 -306.7 -349.1 -8,456.1 -8,762.8 8,149.4 24 -284.3 313.7 -5,544.0 -5,828.4 5,259.7 • 5 23 -361.3 -427.7 644.8 283.5 -1,006.1 24 -331.5 348.2 4,053.5 3,722.0 -4,385.0 6 23 -111.7 -217.2 -2,168.1 -2,279.7 2,056.4 24 -89.3 181.8 -415.1 -504.4 325.8 7 23 172:8 37.0 -5,182.4 -5,009.5 5,355.2 24 184.5 -19.7 -5,431.6 -5,247.1 5,616.•1 29 1 22 -778.0 -534.8 -12,601.5 -13,379.5 11,823.5 23 -732.2 462.8 -7,739.3 -8,471.6 7,007.1 2 22 328.7 173.4 -4,103.9 -3,775.3 4,432.6 23 330.3 -122.3 -5,545.1 -5,214.8 5,875.4 3 22 49.8 -18.5 -8,630.1 -8,580.4 8,679.9 23 67.8 43.8 -8,326.4 -8,258.7 8,394.2 4 22 -406.3'. -305.7 -11,303.7 -11,710.0 10,897.4 23 -372.0 278.5 -8,456.1 -8,828.1 8,084.1 5 22 -487.3 -416.2 -3,061.2 -3,548.5 2,573.9 23 -441.6 344.2' 644.8 203.2 -1,086.3 6 22 -188.3 -216.8 -4,148.5 -4,336.8 3,960.2 23 -154.0 189.6 -2,168.1 -2,322.0 2,014.1 7 22 158.8 26.0 -5,052.5 -4,893.8 5,211.3 23 176.8 -.6 -5,182.4 -5,005.6 5,359.2 30 1 21 -944.9 -394.5 • -16,933.3 -17,878.2 15,988.4- 22 -882.7 334.8 -12,601.5 -13,484.2 11,718.8 2 21 357.7 153.2 -2,657.1 -2,299.4 3,014.8 22 360.4 -90.4 -4,103.9 -3,743.5 4,464.4 3 21 19.3 12.0 -8,735.8 -8,716.5 8,755.1 AjhjkME Linear Elastic analysis results Str No. 22 :- E5 10 Apr 97 09:26 am Page 9 - Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C • P25-13 22 GA. Load Combination Results Mem Load- Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 22 44.0 29.8 -8,630.1 -8,586.2 8,674.1 4 21 -513.9 -212.6 -13,757.3 -14,271.2 13,243.4 22 -467.3 .200.5 -11,303.7 -11,771.0 10,836.5 5 21 -634.4 -348.3 -6,844.2 -7,478.6 6,209.8 22 -572.2 288.6 -3,061.2 -3,633.4 2,489.0 6 21 -281.0 -177.9 -6,190.4 -6,471.5 5,909.4 22 -234.4 165.8 -4,148.5 -4,382.9 3,914.1 7 21 '.135.7 29.3 -4,952.4 -4,816.7 5,088.1 22 160.4 12.4 -5,052.5 -4,892.1 5,212.9 31 1 21 -1,005.4 -194.1 16,933.3 15,927.9 -17,938.7 35 -1,008.7 196.2 18,735.6 17,726.9 -19,744.3 2 21 381.4 77.2 2,657.1 3,038.5 -2,275.7 35 378.9 -111.6 1,784.7 2,163.6 -1,405.8 3 21 21.3 7.8 8,735.8 8,757.1 -8,714.5 35 18.8 -42.2 8,505.0 8,523.8 -8,486.2 4 21 -546.4 -103.6 13,757.3 13,210.9 -14,303.7 35 -548.9 87.2 14,638.5 14,089.6 -15,187.4 5 21 -692.0 -212.0 6,844.2 6,152.2 -7,536.2 35 -695:3 214.1 8,812.0 8,116.8 -9,507.3 6 21 -311.3 -117.0 6,190.4 5,879.1 -6,501.8 35 -313.8 100.6 7,195.8 6,882.0 -7,509.6 • 7 21 138.9 1.1 4,952.4 5,091.3 -4,813.6 35 136.4 -35.5 4,783.7 4,920.0 -4,647.3 32 1 35 -1,027.5 -10.2 18,735.6 17,708.1 -19,763.2 36 -1,030.7' 11.5 18,823.3 17,792.6 -19,854.0 2 35 392.9 41.2 1,784.7 2,177.6 -1,391.8 36 390.5 -71.6 1,329.2 1,719.7 -938.7 3 35 26.2 38.1 8,505.0 8,531.2 -8,478.8 36 23.8 -68.6 8,074.4 8,098.2 -8,050.6 4 35 -555.6 13.7 14,638.5 14,082.9 -15,194.1 36 -558.0 -28.4 14,468.6 13,910.6 -15,026.6 5 35 -722.5 -84.6 8,812.0 8,089.5 -9,534.6 36 -725.7 85.9 9,500.5 8,774.8 -10,226.2 6 35 -326.8 -42.1 7,195.8 6,869.0 -7,522.7 36 -329.2 27.4 7,476.5 7,147.3 -7,805.7 7 35 140.5 10.2 4,783.7 4,924.2 -4,643.1 36 138.2 -40.7 4,578.4 4,716.5 -4,440.2 33 1 20 -977.9 339.0 -15,214.5 -16,192.3 14,236.6 36 -973.4 -339.2 -18,823.3 -19,796.7 17,849.9 2 20 388.3 -23.9. -1,803.3 -1,415.0 2,191.5 .36 391.6 65.'2 -1,329.2 -937.5 1,720.8 3 20 42.3 97.7 -7,254.4 -7,212.1 7,296.7 36 45.7 -56.4 -8,074.4 -8,028.8 8,120.1 4 20 -518.5 236.8 -12,058.2 -12,576.7 11,539.6 36- -515.2 -.216.2 -14,468.6 -14,983.8 13,953.4 5 20 -716.2 165.5 -7,738.5 -8,454.7 7,022.2 E Linear Elastic analysis results Str No. 22 r._ E5 10 Apr 97 09:26 am Page 10 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH.EXP C • P25-13 22 GA. ,oad Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 36 -711.8 -165.6 -9,500.5 -10,212.2 8,788.7 6 20 -322.3 106.6 -6,451.1 -6,773.5 6,128.8 36 -319.0 -86.0 -7,476.5 -7,795.4 7,157.5 7 20 140.4 32.6 -4,450.9 -4,310.5 4,591.3 36 143.8 8.7 -4,578.4 -4,434.6 4,722.1 34 1 19 -970.1 369.8 -12,171.6 -13,141.7 11,201.5 20 -966.6_ -369.8 -15,214.5 -16,181.1 14,247.8 2 19- 384.7 -4.2 -1,969.4 -1,584.7 2,354.1 20 387.3 36.2 -1,803.3 -1,416.0 2,190.6 3 19 42.8 128.3 -6,330.3 -6,287.5 6,373.0 20 45.4 -96.3 -7,254.4 -7,209.0 7,299.7 4 19 -513.4 269.1 -9,909.9 -10,423.3 9,396.5 20 -510.8 -253.1 -12,058.2 -12,568.9 11,547.4 5 19 -714.1 188.1 -6,190.8 -6,904.9 5,476.7 20 -710.6 -188.1 -7,738.5 -8,449.1 7,027.8 6 19 -321.4 132.8 -5,424.3 -5,745.7 5,102.9 20 -318.8 -116.8 -6,451.1 -6,769.9 6,132.4 7 19 138.8 60.2 -4,087.4 -3,948.7 4,226.2 20- 141.4 -28.2 -4,450.9 -4,309.5 4,592.2 35 1 18 -977.0 369.8 -6,085.8 -7,062.8 5,108.7 19 -970.1 -369.8 -12,171.6 -13,141.7 11,201.5 • 2 18 379.5 59.8 -1,511.4 -1,132.0 1,890.9 19 384.7 4.2 -1,969.4 -1,584.7 2,354.1 3 18 37.5 192.3 -3,691.9 -3,654.3 3,729.4 19 42.8 -128.3 -6,330.3 -6,287.5 6,373.0 4 18 -518.6 301.1 -5,218.3 -5,736.9 4,699.7 19 -513.4 -269.1 -9,909.9 -10,423.3 9,396.5 5� s18 -721.1 188.1 -3,095.4 -3,816.4 2,374.3 �. 19 -714.1 -188.1 -6,190.8 -6,904.9 5,476.7 6 •18 -326.6 164.8. -2,975.5 -3,302.1 2,648.9 19 -321.4 -132.8 -5,424.3 -5,745.7 5,102.9 7 18• 133.5 124.2 -2,570.5 -2,436.9 2,704.0 19 138.8 -60.2 -4,087.4 -3,948.7 4,226.2 36 1 17 -984.0 369.8 0.0 -984.0 -984.0 18 -977.0 -369.8 -6,085.8 -7,062.8 5,108.7 2 17 374.3 123.9 0.0 374.3 374.3 18 379.5 -59.8 -1,511.4 -1,132.0 1,890.9 3 17 32.3 256.4 0.0 32.3 32.3 18 37.5 -192.3 -3,691.9 -3,654.3 3,729.4 4 17 -523.8 333.1 .0.0 -523.8 -523.8 18 -518.6 -301.1 -5,218.3 -5,736.9 4,699.7 5 17 -728.0 188.1 0.0 -728.0 -728.0 18 -721.1 -188.1 -3,095.4 -3,816.4 2,374.3 6 17 -331.8` 196.8 0.0 -331.8 -331.8 18 -326.6 -164.8 -2,975.5 -3,302.1 2,648.9 7 17 128.3 188.2 0.0 128.3 128.3 E Linear Elastic analysis results Str No. 22 E5 ` 10 Apr 97 09:26 am Page 11 ME'Linear Elastic analysis results OE 5 Page 12 Str No. 22 10 Apr 97 09:26 am Stephen P..Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. goad Combination Results Mem Load Joint .Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 18 133.5 -124.2 -2,570.5 -2,436.9 2,704.0 totes: Axial stress is positive for tension. . Shear stress is -positive for positive shear. ..Bending stress is for top of member. Bending stress is positive for tension. Top Normal stress =Axial + Bending. Bottom Normal stress = Axial - Bending. ME'Linear Elastic analysis results OE 5 Page 12 Str No. 22 10 Apr 97 09:26 am CALCULATIONS FOR: JOHN BACHELLERIE MODEL: P25-13 22 GA LOCATION: 0 ROVILLE, CA DATE: February 9, 2004 AR CODE: A. t 1997 UBC & 2001 CBC No. C2-, 20 11 0 C PREPARED BY: JAMES LICHTY, A.I.A. MASLAN & LICHTY ASSOC KANSAS CITY, MISSOURI BUTTE COUNTY BUILDING DIVISION APPROVED CALCULATION FOR: • P 25 X 13 STEEL: Fy = 50 KSI' GAGE = 22 J -PANELS & VERTICALS 22 ROOF PANELS APPLIED LOADS: DEAD LOAD = SELF WEIGHT r LIVE LOAD = 41 PSF WIND LOAD = 143 MPH EXP. C LOADS TO STRUCTURE: DEAD LOAD = SELF WEIGHT LIVE LOAD = 2'-0" * LL = ::::2:€:::: 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 = 40.12 * .8 * 1.06 * 1 * 2 = UPLIFT = 40.12 * .7 * 1.06 * 1 * 2 = LEEWARD = 40.12 * .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 = 0.994 KIPS DOWNWARD VERTICAL = .,0.702 KIPS UPLIFT. HORIZONTAL = 0.739 KIPS INWARD s 22 GA. PANEL WIDTH=- 2' Cq= 1.06 1= 1 L= WIDTH OF PANEL ................................. PLF ................ ................................. PLF ................ P L F CHECK DEFLECTION: JOINT.# 33 HAS THE GREATEST DEFLECTION BASED ON THE COMPUTER PRINTOUT. A=# 0.87 in. . ALLOWABLE O = 2 in. CHECK SEISMIC: ASSUME ZONE 4 Na=1.0 Ca= 0.44* Na V = (3.0*Ca *W) / R t V= (3.0*0.44*W)/7.0 V = 0.1886*W V = 187 # < W = 994 # 22 GA. 739 # THEREFORE, WINDGOVERNS OK OK OK CALCULATION FOR: P 25 X 13 ANALYSIS OF RESULTS: = CHECK STRESS: MEMBER # 4 HAS THE HIGHEST STRESS BASED ON THE COMPUTER PRINTOUT. TOP NORMAL STRESS = 20447 PSI ALLOWABLE STRESS = 30000 PSI =.6*50,000 CHECK AXIAL FORCE AND BENDING: MEMBER # 5 HAS THE GREATEST LOAD BASED ON THE COMPUTER PRINTOUT. AXIAL LOAD = 1.038 KIPS BENDING MOMENT = . 2.3 FT -KIPS fa= AXIAL = 1.038 = 1.03 KSI AREA 1.0098 fb= BENDING*12 = .27.6 = 18.74 KSI Sx 1.4728 fa + fb = 19.7677 = 0.65892 < 1.0 0.6*Fy • 30 CHECK DEFLECTION: JOINT.# 33 HAS THE GREATEST DEFLECTION BASED ON THE COMPUTER PRINTOUT. A=# 0.87 in. . ALLOWABLE O = 2 in. CHECK SEISMIC: ASSUME ZONE 4 Na=1.0 Ca= 0.44* Na V = (3.0*Ca *W) / R t V= (3.0*0.44*W)/7.0 V = 0.1886*W V = 187 # < W = 994 # 22 GA. 739 # THEREFORE, WINDGOVERNS OK OK OK Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C, P25-13 22 GA. loafpcase 4 - member distributed loads Rec Mem Sloped UDL Prod. UDL Local UDL Local UDL Triangular Thermal vo. No. K/ft slope K/ft horiz k/ft perp K/ft parll K/ft Q GJ Change (F) 11 30 0 -.082 0 0 0 0 Votes: k) 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. 3) 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 :�omb Case Fact Case Fact Case Fact Case Fact Case Fact Case Fact 1 1 1 2 1 2 • 1 .75 3 .75 1 .75 2 .375 3 .75 1 .75 2 -.75 3 .375 1 1 4 1 6 1 .75 3 .375 4- .75 7 1 .75 3 .75 4 .375 B&ME Linear Elastic analysis results Str No. 22 _.5 10 Apr 97 09:25 am Page 7 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C + P25-13 22 GA. *** JOINT DISPLACEMENTS *** Ljoad Combination Results Joint Load X-Displ. Y-Displ. Rotation Number Combination (in) (in) (rad) 1 1 0.00000 0.00000 .00622 2 0.00000 0.00000 7.01318 3 0.00000 0.00000 -.01095 4 0.00000 0.00000 -.00203 5 0.00000 0.00000 .00590 " 6- 0.00000 0.00000 -.00227 7 0.00000 0.00000 -.01107 2 1 -.14532 -.00081 .00563 2 .31073 .00043 -.01236 3 .25862 .00015 -.01034 4 .04876 -.00037 -.00205 5 -.13968 -.00025 .00560 6 .05300 .00005 -.00207 7 .26074 .00036 -.01035 3 1• -.26234 -.00162 .00386' 2 .58380 .00087 -.01012 3 .48974 .00031 -.00873 4 5 .09946 -.26496 -.00074 -.00050 -.00223 .00470 6 .09749 .00010 .00159 { 7 .48876 .00072 -.00842 4 1 -.31265 -.00218 .00189 2 .73765 .00119 -.00784 ' 3 .62553 .00042 -.00716 4 .13946 -.00099 -.00253 5 -.33714 -.00067 .00370 6 .12109 .00014 -.00117 7 .61634 00099 -.00648 5 - 1 -.29275 -.02206 -.00333 2 .90709 -.04795 -.00226 3 .80206 -.05582 -.00345 4 .23874 -.04012 -.00357 5 -.41596 .02167 .00088 6 .14633 -.00732 -.00041 7 .75586 -.03942 -.00187 6 1 -.23761 -.07576 -.00539 2 .92042 --.06032 .00004 3 .83516 -.08744 -.00190 4• .28585 -.08569 -.00394 5 -.41824 .02359 -.00051 6 .15038 -.01118 -.00028 7 .76743 -.05019 -.00007 E Linear Elastic analysis results Str No. 22 5 10 Apr 97 09:25 am Page 1 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. uoa Combination Results Joint Load X-Displ. Number Combination (in) 7 1 -.19172 -.10328 2 .91413 -.00404 3 .84533 -.01435 4 .31637 .00107 5 -.41035 -.02460 6 .15240 .00002 7 .76334 8 1 -.16088 -.00035 2 .90479 -.31813 3 .84705 .00326 4 .33433 • 5 -.40164 -.00293 6 .15376 -.00051 7 .75676 9 1 -.12962 -.09126 2 .89198 -.00316 3 .84546 -.02893 4 .35086 .00252 5 -.39013 .09881 6 .15548 .00165 7 ..74777 10 1 -.09816 -.00072 2 .87635 -.54945 3 .84112 .00383 4 .36613 -.33047 5 -.37592 -.00378 6 .15781 .09039 7 .73696 ' 11 1 -.06986 2 .85988 '3 .83481 4 .37867 5 -.36053 6 .16067 7 .72581 12 1 -.04513 2 .84310. 3 .82690 4 .38843 5 -.34425 6 .16409 7 .71473 13 1 -.02497 Linear Elastic analysis results BZME 1�5 Y-Displ. Rotation (in) (rad) -.14866 -.00655 -.05001 .00154 -.10328 -.00081 -.13402 -.00404 .01090 -.00154 -.01435 -.00028 -.04344 .00107 -.23167 -.00709 -.02460 .00256 -.10766 .00002 z -.18223 -.00392 -.01268 -.00232 -.01799 -.00035 -.02553 .00181 -.31813 -.00715 .01099 .00326 -.10308 .00069 -.22788 -.00362 -.04459 -.00293 -.02272 -.00045 -.00051 .00227 -.40271 -.00680 .05316 .00367 -.09126 .00123 -.26886 -.00316 -.08281 -.00338 -.02893 -.00059 .02870 .00252 -.48101 -.00613 .09881 .00385 -.07371 .00165 -.30349 -.00257 -.12538 _ -.00366 -.03678 -.00072 .05965 ..00258 -.54945 -.00519 .14533 .00383 -.05176 .00197 -.33047 -.00189 -.17037 -.00378 -.04616 -.00084 .09039 .00250 Page 2 -.60533 -.00406 Str No. 22 10 Apr 97 09:25 am Stephen P. Maslan & Co. Page 3 DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C - P25-13 22 GA. Load Combination Results Joint Load X-Displ. Y-Displ. Rotation Number Combination (in) (in) (rad) 2 .82678 .19058 .00365 3 .81782 -.02657 .00220 4 .39506 -.34886 -.00115 5 -.32777 -.21589 -.00375 6 .16796 -.05678 -.00092 7 .70427 .11947 .00231 14 1 -.01005 -.64680 -.00281 2 .81151 .23294 .00336 3 .80791 .00090 .00235 4 .39838 -.35812 -.00038 5 -.31178 -.26008 -.00356 6 .17208 -.06808 -.00094 7 .69476 .14592 .00207 15 1 -.00152 -.67293 -.00153 2 .79891 .27128 .00300 3 .79836 .02986 .00245 4 .39834 -.35813 .00038 5 -.29822 -.30112 -.00322 6 .17582 -.07928 -.00089 7 .68710 .16928 .00181 16 1 -.00032 -.68384 -.00028 2 .79486 .30492 .00258 3 .79475 .05958 .00248 4 .39720 -.34932 .00108 5 -.29379 -.33731 -.00274 6 .17709 -.08942 -.00076 7 .68469 .18953 .00155 17 1 0.00000 0.00000 -.00621 2 0.000.00 0.00000 -.00706 3 0.00000 0.00000 -.00929 4 0.00000 0.00000 -.00809 5 0.00000 0.00000 -.00039 6 0.00000 0.00000 -.00372 7 0.00000 0.00000 -.00711 18 1 .14512 -.00081 -.00562 2 .16831 .00031 -.00690 3 .22034 .00003 -.00892 4 .19061 -.00043 -.00757 5 .00743 -.00060 -.00009 6 .08734 -.00027 -.00343 7 .16871 .00011 -.00684 19 1 .26194 -.00162 -.00385 2 .32986 .00063 -.00654 E Linear Elastic analysis results Str No. 22 zL 5 10 Apr 97 09:25 am Page 3 Stephen P. Maslan & Co. DL=STEEL WEIGHT, LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. 6bfCombination Results Joint Load' Number Combination 20 3 a 4 5 6 7 1 2 3 4. 5 6 7 X-Displ. (in) .42379 .35708 .00046 .16098 .32574 .30088 .40725 .51515 .42436 -.01292 .18901 .39748 21 1 .29214 2 .63813 3 .74294 4 .53343 5 -.12086 .6 .22368 7 .58806 22 1 .23698 2 .70735 . 3 .79240 4 .52759 5 -.17932 6 .21536 7 .63628 23 1. .19109 2 .74556 3 .81415 4 .51302 5 -.21803 6 {.20619 7 .66073 24 1 .16024 2 .76535 3 .82286 4 .50028 5 -.24055 6 .19969 7 .67257 25 1 .12898 2 .78142 3 .82772 E Linear Elastic analysis results 'IE 5 Page 4 Y-Displ. (in) .00006 -.00086 -.00119 -.00054 .00022 -.00202 .00079 .00008 -.00107 -.00149 -.00067 .00028 -.02191 .07312 .06530 .02053 -.04436 .00369 .05688 -.07562 .13988 .11280 .01451 -.10098 -.00451 .10329 -.14853 .20031 .14709 -.00877 -.16232 -.01910 .14192 -.23156 .25345 .17044 -.04312 -.22282 -.03657 .17371 -.31803 .29791 .18387 Rotation (rad) -.00793 -.00610 .00081 -.00261 -.00618 -.00253 -.00636 -.00727 -.00503 .00148 -.00203 -.00576 .00333 -.00576 -.00457 -.00044 .00428 .00027 -.00421 .00539 -.00528 -.00335 .00131 .00497 .00100 -.00351 .00655 -.00472 -.00237 .00245 .00510 .00136 -.00292 .00709 -.00407 -.00153 .00317 .00485 .00149 -.00237 .00715 -.00329 -.00073 Str No. 22 10 Apr 97 09:25 am Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 P25-13 PSF,WL=143 MPH 22 GA. EXP C joad Combination Results Joint Load X-Displ. Y-Displ. Rotation Number Combination (in) (in) (rad) ' 4 .48538 -.08435 .00360 5 -.26063 -.27829 .00429 6 .19317 -.05454 .00145 7 .68161 .19877 -.00180 26 1 .09752 -.40263 .00681 2 .79420 .33237 -.00242 3 .82921 .'18797 .00002 4 .46868 -.12920 .00378 5 -.27814 -.32534 .00347 6 .18694 -.07123 .00129 7 .68834 .21696 -.00123 27 1 .06921 -.48094 .00613 2 .80269 .35603 -.00151 3 .82753 .18353 .00069 4 .45214 -.17484 .00374 5 -.29119 -.36147 .00249 6 .18185 -.08524 .00102 7 .69238 .22833 -.00067 28 1 2 .04448 .80712 -.54940 .36859 .00519 -.00058 3 .82309 .17152 .00128 4 .43621 -.21880 .00352 5 -.29969 -.38507 .00141 •6 .17809 -.09556 .00068 7 .69403 .23314 -.00014 29 1 .02431 -.60529 .00406 2 .80757 .37020 .00030 3 .81630 .15307 .00176 4 .42163 -.25902 .00313 5 -.30334 -.39535 .00030 6 .17589 -.10157 .00031 7 .69343 .23179 .00035 30 1 .00939• -.64677 .00281 2 .80427 .36153 .00112 3 .80764 .12951 .00213 4 .40903 -.29380 .00262 5 -.30219 -.39240 -.00077 6 .17535 -.10302 -.00006 7 .69080 .22490 .00078 31 1 .00085 -.67292 .00153 2 .79820 .34376 .00181 3 .79851 .10235 .00236 - 4 .39973 -.32188 .00203 E Linear Elastic analysis results Str No. 22 .E5 10 Apr 97 09:25 am . . Page 5 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C Page 6 P25-13 22 GA. Goad Combination Results Joint Load X-Displ. Y-Displ. Rotation Number Combination (in) (in) (rad) 5 -.29706 -.37720 -.00172 6 .17630 -.10009 -.00041 7 .68680 .21324 .00114 32 1 -.00034 -.68423 0.00000 2 .79457 .31188 .00247 3 .79446 .06641 .00247 4 .39704 -.34612 .00124 5 -.29347 -.34472 -.00261 6 .17719 -.09149 -.00072 7 .68453 .19372 .00149 33 1 -.31983 -.00452 -.00139 2 .86968 -.02480 -.00433 3 .75496 -.02639 -.00483 4 .20018 -.01569 -.00318 5 -.39945 .01151 .00199 6 .14046 -.00367 -.00064 7 .72510 -.02038 -.00356 34 1 -.32515 -.00196 .00039 2 .81188 -.00209 -.00622 3 .69526 -.00277 -.00608 4 .16739 -.00246 -.00282 5 -.37229 .00086 .00294 6 .13204 -.00035 -.00091 7 .67758 -.00171 -.00512 35 1 .31924 -.00436 .00139 2 .57086 .03071 -.00601 3 .68537 .02918 -.00551 4 .51966 .01219 -.00198 5 -.07660 -.01621 .00343 '6 .22278 .00330 -.00045 7 .536.94' .02473 -.00475 36 1 .32457 -.00179 -.00039 2 .50422 .00407 -.00616 3 .62063 .00345 -.00630 4 .49024 .00074 -.00337 5 -.04376 -.00285 .00256 6 .21399 -.00005 -.00115 7 .48251 .00305 -.00519 37 1 -.00035 -.68384 .00028 2 .79491 .31855 .00236 3 .79479 .07321 .00246 4 .39720 -.34250 .00139 5 -.29381 -.35175 -.00246 �E Linear Elastic analysis results Str No. 22 --�""5 10 Apr 97 09:25 am Page 6 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. Load Combination Results Joint Load X-Displ. Y-Displ. Rotation Number Combination (in) (in) (rad) 6 .17711 -.09344 -.00067 7 .68474. .19775 .00143 Votes: 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. E I WE Linear.Elastic analysis results 5 Page 7 j Str No. 22 10 Apr 97 09:25 am Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=4I.PSF,WL=143 MPH EXP C Page 1 P25-13 22 GA. *** *** MEMBER FORCES goad Combination Results Kem Load Axial @ LJ Shear @ LJ BM Q LJ Axial Q GJ Shear @ GJ BM @ GJ 10. Comb (kips) (kips) (K -ft) (kips) (kips) (K -ft) L 1 .994 -.373 0.000 -.987 .373 -.747 2 -.527 .554 0.000 .532 -.451 1.005 3 -.182 .421 0.000 .187 -.317 .738 4 .455 .003 0.000 -.449 .048 -.045 5 .313 -.190 0.000 -.306 .190 -.380 6 -.056 .141 0.000 .062 -.089 .230 7 =.437 .489 '0.000 .442 -.386 .875 2 1 .987 -.373 .747 -.980 .373 -1.494 2 -.532 .451 -1.005 .537 -.347 1.804 3 -.187 .317 -.738 .192 -.214 1.268 4 .449 -.048 .045 -.444 .100 -.194 5 :306 -.190 .380 -.299 .190 -.760 6 -.062 .089 -.230 .067 -.037 .357 7 -.442 .386 -.875 .447 -.282 1.544 3 1 .980 -.373 1:494 -.975 .373 -2.023 2 -.537 .347 -1.804 .541 -.274 2.244 ' 3 -.192 .214 -1.268 .196 -.140 1.519 4 .444 -.100 .194 -.440 .137 -.361 5 299 -.190 .760 -.294 .190 -1.029 6 �7 -.067 .037 -.357 .071 -.001 .384 -.447 .282 -1.544 .451 -.209 1.892 1 .991 -.327 2.023 -.988 .328 -2.310 2 -.553 .248 -2.244 .556 -.203 2.442 3 -.202 .131 -1.519 .204 -.085 1.614 4 .446 -.116 .361 -.444 .139 -.473 5 .302 -.176 1.029 -.299 .176 -1.183 6 -.071 -.002 -.384 .073 .025 .372 7 -.460 .188 -1.892 .463 -.142 2.037 1 1.038 .010 -2.300 -1.041 -.012 2.310 2 -.594 -.041 2.428 .591 -.011 -2.442 3 -.224 -.037 .1.603 .221 -.014 -1.614 4 .463 -.013 -.473 -.465 -.013 .473 5 .337 -.071 .-1.252 -.340 .069 1.183 6' -.063 -.074 .312 .061 .048 -.372 7 -.486 -.068 1.996 .484 .016 -2.037 5 1 1.015 .196 -2.078 -1.019 -.198 2.300 2 -.579 -.207 2.229. 577 .147 -2.428 3 -.216 -.137 1.482 .213 .077 -1.603 4 .455 .040 -.411 -.457 -.071 .473 5 .341 -.010 -1.263 -.344 .008 1.252 6 -.051 -.115 .201 .049 .084 -.312 7 -.468 -.214 1.788 .466 .155 -1.996 ,RAME Linear Elastic analysis results Str No. 22 :XAW5 10 Apr 97 09:26 am Page 1 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C 9 7 -.288 P25-13 22 GA. .289 .294 Loa Combination Results .535 .342 -.563 . .184 gem Load Axial @ LJ Shear @ LJ BM Q LJ Axial @ GJ Shear @ GJ BM @ GJ Vo. Comb (kips) (kips) (K -ft) (kips) (kips) (K -ft) 7 1 .954 .398 2.078 -.891 -.338 -1.547 .824 2 -.525 -.321 -2.229 .528 .248 1.818 -.003 3 -.183 -.178 -1.482 .208 .127 1.262 .251 4 .437 .132 .411 -.390 -.124 -.227 .621 5 .336 .059 1.263 -.332 -.056 -1.180 3 6 -.027 -.123 -.201 .029 .088 .048 .225 7 -.415 -.305 -1.788 .418 .233 1.400 3 1 .786 .540 1.547 -.739 -.467 -.950 .146 2 -.454 -.367 -1.818 .455 .315 1.414 .291 3 -.172 -.173 -1.262 .190 .147 1.073 -.293 4 .349 .213 .227 -.315 -.185 .009 .086 5 .309 .133 1.180 -.307 -.129 -1.025 4 6 -.008 -.092 -.048 .009 .068 -.047 .268 7 -.351 -.326 -1.400 .352 .274 1.045 3 1 .627 .609 .950 -.597 -.529 -.342 -.173 2 =.381 -.402 -1.414 .382 ,.356 1.009 -.475 3 -.156 -.183 -1.073 .168 .166 .886 4 .270 .246 -.009 -.247 -.211 .253 97 09:26 am 5 .274 .190 1.025 -.273 -.186 -.824 6 .005 -.068 .047 -.004 .047 -.108 9 7 -.288 -.341 -1.045 .289 .294 .705 10 1 .592 .535 .342 -.563 -.454 .184 2 -.378 -.359 -1.009 .379 .313 .651 3 -.166 -.167 -.886 .178 .150 .717 4 .245 .213 -.253 -.223 -.177 .461 5 .271 .189 .824 -.270 -.185 -.625 6 .004 -.047 .108 -.003 .025 -.146 7 -.287 -.297 -.705 .288 .251 .414 11 1 .567 .449 -.184 -.537 -.369 .621 2 -.382 -.310 -.651 .383 .263 .345 3 -.179 -.149 -.717 .191 .131 .568 4 .225 .175 -.461 -.202 -.139 .628 5 .271 .183 .625 -.270 -.179 -.431 6 .003 -.025 .146 -.002 .003 -.161 7 -.290 -.248 -.414 .291 .202 .173 12 1 .534• .374 -.621 -.504 -.293 .976 2 -.381 -.267 -.345 .382 .221 .086 3 -.189 -.133 -.568 .201 .116 .436 4 .201 .141 -.628 -.179 -.105 .759 5' .268 .182 .431 -.267 -.178 -.240 6 .002 -.003 .161 -.001 -.019 -.153 7 -.289 -.205' -.173 .290 .159 -.020 13 1 .504 .293 -.976 -.475 -.212 1.245 Linear Elastic analysis results Str No. 22 :.�EE 5 10 Apr 97 09:26 am Page 2 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. BM @ LJ (K - ft) -.086 -.436 -.759 .240 .153 .020 -1.245 .125 • -.322 -.851 .052 .122 .165 *1 .374 .003 Load Combination Results .415 Kem Load Axial @ LJ Shear Q LJ Vo. Comb (kips) (kips) 2 -.382 -.221 3 -.201 -.116 4 .179 .105 5 .267 .178 6 .001 .019 7 -.290 -.159 14 1 .475 .212 2 -.383 -.175 3 .-.212 -.098 4 .157 .069 5 266 .175 6 0.000 .040 7 -.291 -.113 L5. 1 .446 .132 2 -.384 -.129 3 -.224 -.081 4 .135 .033 5 .265 .171 ' 6 -.001 .062 7 -.292 -.067 BM @ LJ (K - ft) -.086 -.436 -.759 .240 .153 .020 -1.245 .125 • -.322 -.851 .052 .122 .165 *1 .374 .003 -1.565 .415 .063 - 2 -.382 -.093 3 -.234 -.071 4 .113 0.000 5 .259 .175 6 -.004 .084 7 -.292 -.029 17 1 .384 .058 - 2 -.366 -.122 3 -.229 -.101 ' 4 .098 -.018 5 .219 .219 6 -.025 .102 7 -.291 -.041 1.428 .286 -.226 -.905 -.132 .067 .260 1.525 .399 -.149 -.920 -.312 -.010 .306 1.549 .473 -.083 -r. 900 -.495 -.110 .312 18 1 .374 .003 -1.565 2 -.359 -.107 574 3 -.225 -.106 .013 4 .095 -.052 -.861 5 .201, .232 6 -.035 .120 -.223 7 -.290' -.020 .332 19 1 .373 .017 -1.563 2 -.349 -.129 ..598 ` E Linear Elastic analysis results 5 Page 3 Axial Q GJ (kips) .383 .212 -.157 -.266 0.000 .291 -.446 .384 .224 -.135 -.265 .001 .292 -.416 .385 .235 -.113 -.263 .002 .293 -.388 .383 .244 -.093 -.257 .005 .293 -.373 .367 .233 -.090 -.218 .026 .291 -.373 .359 .226 -.094 -.201 .035 .290 -.374 .349 Shear @ GJ (kips) 0 .175 .098 -.069 -.175 -.040 ..113 -.132 .129 .081 -.033 -.171 -.062 .067 -.051 .083 .064 .004 -.168 -.084 .020 .018 .048 .054 .037 -.171 -.105 -.017 .027 .078 .088 .059 -.215 -.123 -.003 .017 .097 .103 .061 -.231 -.125 .010 BM @ GJ (K - ft) -.125 .322 .851 -.052 -.122 -.165 1.428 -.286 .226 .905 .132 -.067 -.260 1.525 -.399 .149 .920 .312 .010 -.306 1.549 -.473 .083 .900 .495 .110 -.312 1.565 -.574 -.013 .861 .713 .223 -.332 1.563 -.598 -.037 .848 .767 .251 -.335 ..003 1.565 .120 -.626 Str No. 22 10 Apr 97 09:26 am Stephen P. Maslan & Co. 0 DL=STEEL WEIGHT,LL=41 PSF,WL=143 P25-13 22 GA. MPH EXP C Load Combination Results Kem Load Axial @ LJ Shear @ LJ BM @ LJ Axial @ GJ Shear @ GJ BM @ GJ vo. Comb (kips) (kips) (K -ft) (kips) (kips) (K -ft) 3 -.215 -.123 .037 .215 .121 -.065 4 .099 -.052 -.848 -.100 .062 .835 5 .1,79 '.248 -.767 -.179 -.247 .823 6 -.047 .121 -.251 .047 -.126 .279 7 -.288 -.037 .335 .288 .027 -.343 ;0 1 .384 -.058 1.549 -.373 -.027 -1.565 2 -.338 -.103 -.752 .338 .147 .626 3 -.201 -.124 -.196 .205 .137 .065 4 .112 -.094 .761 -.104 .054 -.835 5 .169 .176 1.043 •-.159 -.261 -.823 6 -.048 .081 .382 .056 -.122 -.279 7 -.281 =.036 -.386 .285 .049 .343 �l 1 .415 -.063 1.525 -.388 -.018 -1.549 2 -.310 -.122 -.905 .311 .168 .752 3 -.162 -.145 -.357 .172 .161 .196 4 .149 -.107 .667 -.129 .070 -.761 5 .159 .124 1.217 -.132 -.206 -1.043 6 -.043 .033 .436 .063 -.070 -.382 7 -.258 -.074 -.473 .268 .091 .386 1 .446 -.132 1.428 -.416 .051 -1.525 2 -.306 -.084 -1.019 .307 .131 .905 3 -.146 -.132 -.507 .158 .149 .357 4 .174 -.139 .538 -.152 .103 -.667 5. .185 .048 1.311 -.155 -.129 -1.217 6 -.022 -.004 .451 .044 -.032 -.436 7 -.244 -.064 -.551 .256 .082 .473 23 1 .475 -.212 1.245 -.446 .132 -1.428 2 -.305 -.038 -1.085 .306 .084 1.019 3 -.135 '.115 -.638 .146 .132 .507 4 .196 -.175 .371 -.174 .139 -.538 5 .214 -.032 1.320 -.185 -.048 -1.311 6 0.000 -.040 .427 .022 .004 -.451 7 -.233 -.047 -.610 .244 .064 .551 �4 1 .504 -.293 .976 -.475 .212 -1.245 2 -.304- .008 -1.101 .305 .038 1.085 3 -.123 -.098 -.751 .135 .115 .638 4 .218 -.211 .165 -.196 .175 -.371 5 .243 -.113 1.242 -.214 .032 -1.320 6 .022 -.076 .365 0.000 .040 -.427 7 -.221 7.030 -.651 .233 .047 .610 �5 1 .534 -.374 .621 -.504 .293 -.976 2 -.303 .054 -1.068 .304 -.008 1.101 3 -.112 -.080 1.846 .123 .098 .751 E Linear Elastic analysis results Str No. 22 -ARWE5 10 Apr 97 09:26 am Page 4 Page 5 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13, 22 GA. ,oad Combination Results fem Load 16H -al@ LJ Shear @ LJ BM @ LJ Axial @ GJ Shear @ GJ BM @ GJ To. Comb (kips) (kips) (K -ft) (kips) - (kips) (K -ft) 4 ..240 .247' -.079 -.218 .211 -.165 5 .273 -.194 1.079 -.243 .113 -1.242 6 .044 -.112 .265 -.022 .076 -.365 7 -.210 -.013 -.674 .221 .030 .651 6 1 567 -.449 .184 -.537 .369 -.621 2 -.303 .097 -.989 .304 -.051 1.068 3 -.099 -.064 -.923 .111 .081 .846 4 .265 -.281 -.360 -.242 .245 .079 5 .305 -.271 .832 -.275 .191 -1.079 6 .068 -.148 .12 6 -.045 .112 -.265* 7 -.198 .003 -.681 .209 .015 .674 �7 1 .592 -.535 -.342 -.563 .454 -.184 2 -.301 .146 -.858 .302 -.100 .989 3 - .088 -.046 -.981 .100 .063 .923 4 .284 -.319 - .680 .-.262 .283 .360 5 .331 -.355 .497 -.302 .274 - .832 6 .089 -.184 -.051 -.066 .148 -.126 7 -.186 .022 -.667 .198 -.004 .681 ?8 1 .627 -.609 -.950 -.597 .529 .342 2 -.301 .190 -.681 .302 -.143 .858 3 -.076 -.029 -1.022 .088 .047 .981 4 .310 -.353 -1.038 -.287 .317 .680 5 .365 -.432 .079 -.335 .352 -.497 6 .113 -.219 -.266 -.090 .184 .051 7 -.175 .037 -.636 .186 -.020 .667 ?91 1 ..786 -.540 -1.547 -.739 .467 .950 2 -.332 .175 -.504 .334 -.124 .681 3 - .050 -.019 -1.059 .068 .044 1.022 4 410 -.309 -1.387 - .376 .281 1.038 5 .492 -.420 -.376 - .446 .348 -.079 6 .190 -.219 -.509 -.155 .191 .266 7 -.160 .026 -.620 .178 -.001 .636 30 1 .954 -.398 -2.078 -.891 .338 1.547 2 -.361 .155 -.326 .364 -.091 .504 3 - .019 .012 -1.072 .044 .030 1.059 4 .519 -.215 -1.688 -.472 .202 1.387 5 641 -.352 -.840 .-.578 .291 .376 6 .284 -.180 -.760 .237 .167 .509 7 -.137 .030 -.608 .162 .013 .620 31 1 1.015 -.196 2.078 -1.019 .198 -2.299 2. -.385 .078 .326 .383 -.113 -.219 3 -.022 .008 1.072 .019 -.043 -1.044 4 .552 -.105 1.688 -.554 .088 -1.797 Linear Elastic analysis results Str No. 22 5 10 Apr 97 09:26 am Page 5 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. �Ovcombination Results Rem Load Axial @ LJ -Shear @ LJ do. Comb (kips) (kips) 5 .699 -.214 6 .314 -.118 7 -.140 .001 32 1 1 . 038 - -.010 2 -.397 .042 3 -.026 .038 4 .561 .014 5 .730 -.085 6 .330 -.043 7 -.142 .010 33 1 2 3 4 5 6 7 34 35 36 1 2 3 4 5 6 7 1 2 3 4 5 6 7 1 2 3 4 5 6 7 .987 -.392 -.043 .524 .723 .325 -.142 .980 -.388 =.043 .518 .721 .325 -.140 .987 -.383 -.038 .524 .728 .330 -.135 .994 -.378 -.033 .529 .735 .335 -.130 .342 -.024 .099 :239 .167 .108 .033 .373 -.004 .130 .272 .190 .134 .061 .373 .060 .194 .304 .190 .166 .125 .373 .125 .259 .336 .190 .199 .190 BM @ LJ (K -f t) .840 .760 .608 2.299 .219 1.044 1.797 1.082 .883 .587 -1.867 -.221 -.890 -1.480 -.950 -.792 -.546 -1.494 -.242 -.777 -1.216 -.760 -.666 -.502 -.747 -.186 -.453 -.640 -.380 -.365 -.315 0.000 0.000 0.000 0.000 0.000 0.000 '0.000 Axial @ GJ (kips) -.702 -.317 .138 -1.041 .394 .024 -.563 -.733 -.332 .140 -.983 .395 .046 -.520 -.719 -.322 .145 -.976 .391 .046 -.516 -.718 -.322 .143 -.980 .388 .043 -.518 -.721 -.325 .140 -.987 .383 .038 -.524 -.728 -.330 .135 Shear @ GJ (kips) .216 .102 -.036 .012 -.072 -.069 -.029 .087 .028 -.041 -.342 .066 -.057 -.218 -.167 -.087 .009 -.373 .037 -.097 -.256 -.190 -.118 -.028 -.373 .004 -.130 -.272 -.190 -.134 -.061 -.373 -.060 -.194 -.304 -.190 -.166 -.125 votes : ` L. Positive axial forces act in'the positive local (member) x direction. 2. Positive shear forces act in the positive local (member) y direction. 3. Positive bending moments act counter=clockwise. BM @ GJ (K - ft) -1.082 -.883 -.587 -2.310 -.163 -.991 -1.776 -1.166 -.918 -.562 2.310 .163 .991 1.776 1.166 .918 .562 1.867 .221 .890 1.480 .950 .792 .546 1.494 .242 .777 1.216 .760 .666 .502 .747 .186 .453 .640 .380 .365 .315 7LAME Linear Elastic analysis results Str No. 22 5 10 Apr 97 09:26 am a Page 6 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA *** MEMBER STRESSES *** goad Combination Results (psi) Mem Load Joint Axial Shear No. Comb No. (psi) (psi) 1 1 1 -984.0 -369.8 179.8 -6,010.7 2 -977.1 369.8 -450.1 2 1 521.7 549.0 0.0 -309.5 2 526.9 -446.5 -3,398.0 3 1 179.8 416.5 -1,814.8 1,936.7 2 185.0 -314.0 -7,132.1 4 1 -450.1 3.3 -7,062.8 12,171.6 2 -444.9 47.9 -7,664.2 5 1 -309.5 -188.1 -6,010.7 -5,825.8 2 -302.6 188.1 10,525.0 6 1 55.8 139.6 1,137.7 -2,017.0 2 61.0 -88.4 6,190.8 7 1 432.7 484.7 1,936.7 -2,908.3 2 437.9 -382.2 2 1 2 -977.1 -369.8 12,171.6 11,201.5 3 -970.1 369.8 -17,448.5 2 2 526.9 446.5 -17,747.6 18,819.3 3 532.1 -344.0 -12,377.7 3 2 185.0• 314.0 -2,017.0 2,945.2 3 190.2 -.5 5,895.1 4 2 -444.9 -47 -47.9 -2,908.3 -2,842.1 3 -439.7 99.2 3,199.3 5 2 -302.6 -188.1 -14,968.3 15,861.9 3 -295.6 188.1 18,823.6 6 2 61.0 88.4 Str No. 22 3 66.2 -37.1 7 2 437.9 382.2 3 443.1 -279.7 3 1 3 -970.1 -369.8 4 -965.2 369.8 2 3 532.1 344.0 4 535.8 -271.4 3' 3 190.2 211.5 4 193.9 -138.9 4 3 -439.7 -99.2 4 -436.0 135.5 5 3 -295.6 -188.1 4 -290.7 188.1 •6 3 66.2 37.1 4 69.9 -:8 7 3 443.1 279.7 4 446.8. -207.1 4 1 4 -981.4 -324.3 34 -978.4 324.4 FRAME Linear Elastic analysis results Page 1 Bending Top Normal Bot Normal (psi) (psi) (psi) 0.0 -984.0 -984.0 6,085.8 5,108.7 -7,062.8 0.0 521.7 521.7 -8,191.2 -7,664.2 8,718.1 0.0 179.8 179.8 -6,010.7 -5,825.8 6,195.7 0.0 -450.1 -450.1 367.0 -77.9 -811.9 0.0 -309.5 -309.5 3,095.4 2,792.8 -3,398.0 0.0 55.8 55.8 -1,875.8 -1,814.8 1,936.7 0.0 432.7 432.7 -7,132.1 -6,694.2 7,570.0 6,085.8 5,108.7 -7,062.8 12,171.6 11,201.5 -13,141.7 -8,191.2 -7,664.2 8,718.1 -14,695.7 -14,163.6 15,227.9 -6,010.7 -5,825.8 6,195.7 -10,334.9 -10,144.7 10,525.0 367.0 -77.9 -811.9 1,577.3 1,137.7 -2,017.0 3,095.4 2,792.8 -3,398.0 6,190.8 5,895.1 -6,486.4 -1,875.8 -1,814.8 1,936.7 -2,908.3 -2,842.1 2,974.4 -7,132.1 -6,694.2 7,570.0 -12,577.7 -12,134.6 13,020.8 12,171.6 11,201.5 -13,141.7 16,483.4 15,518.2 -17,448.5 -14,695.7 -14,163.6 15,227.9 -18,283.4 -17,747.6 18,819.3 -10,334.9 -10,144.7 10,525.0 -12,377.7 -12,183.9 12,571.6 1,577.3 1,137.7 -2,017.0 2,945.2 2,509.3 -3,381.2 6,190.8 5,895.1 -6,486.4 8,383.8 8,093.1 -8,674.6 -2,908.3 -2,842.1 2,974.4 -3,129.4 -3,059.5 3,199.3 -12,577.7 -12,134.6 13,020.8 -15,415.1 -14,968.3 15,861.9 16,483.4 15,501.9 -17,464.8 18,823.6 17,845'.2 -19,801.9 Str No. 22 10 Apr 97 09:26 am Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH P25-13 22 GA. EXP C Load Combination Results Mem Load Joint Axial Shear Bending- Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 2 4 547.9 246.1 -18,283.4 -17,735.5 18,831.4 34 550.2 -201.0 -19,896.2 -19,346.0 20,446.4 3 4 200.2 129.7 -12,377.7 -12;177.6 12,577.9 34 202.4 -84.7 -13,151.0 -12,948.5 13,353.4 4 4 -441.8 -115.0 2,945.2 2,503.4 -3,387.1 34 -439.6 137.5 3,856.0 3,416.4 -4,295.5 5 4 -299.2 -174.3 8,383.8 8,084.6 -8,683.0 34- -296.2 174.5 9,641.9 9,345.7 -9,938.1 6 4 69.8 -2.5 -3,129.4 -3,059.6 3,199.2 34 72.1 25.0 -3,030.2 -2,958.1 3,102.4 7 4 456.0 185.9 -15,415.1 -14,959.1 15,871•.0 34 458.3 -140.9 -16,594.1 -16,135.8 17,052.4 5 1 33 -1,027.5 10.2 -18,735.9 -19,763.4 17,708.3 34 -1,030.7 -11.5 -18,823.6 -19,854.3 17,792.8 2 33 588.0 -40.1 19,779.0 20,367.0 -19,190.9 34 585.7 -11.1 19,896.2 20,481.9 -19;310.6 3 33 221.3 -37.1 13,058.7 13,280.0 -12,837.3 34 219.0 -14.2 13,151.0 13,369.9 -12,932.0 4 33 -458.0 -13.1 -3,856.8 -4,314.8 3,398.8 34 -460.4 -13.0 -3,856.0 -4,316.4 3,395.6 5 33 34 -333.6 -336.8 -69.9 68.6 -10,201.2 -9,641.9 -10,534.8 -9,978.7 9,867.6 9,305.1 6 33 62.4 -73.2 2,544.2 2,606.7 -2,481.8 34 60.0 47.1 3,030.2 3,090.3 -2,970.2 7 "- 33 481.6 -67.1 16,259.2 16,740.7 -15,777.6 34 479.2 15.8 16,594.1 17,073.3 -16,114.9 6 1 5 -1,005.4 194.1 -16,933.5 -17,938.9 15,928.1 33 -1,008.7 -196.2 -18,735.9 -19,744.6 17,727.2 2 5 573.5 -205.1 18,157.6 18,731.1 -17,584.0 33 571.1 146.0 19,779.0 20,350.0 -19,207.9 3 5 213.4 -135.6 12,078.8 12,292.3 -11,865.4 33 211.0 76.5 13,058.7 13,269.6 -12,847.7 4 5 -450.3 39.•7 -3,350.0 -3,800.4 2,899.7 33 -452.8 -70.0 -3,856.8 -4,309.6 3,404.0 5 5 '-337.5 -10.4 -10,287.4 -10,624.9 9,950.0 33 -340.8 8.3 -10,201.2 -10,542.0 9,860.4 6 5 50.6 -113.6 1,634.5 1,685.1 -1,583.9 33 48.1 83.3• 2,544.2 2,592.4 -2,496.1 7 5 463.9 -212.3 14,571.1 15,035.0 -14,107.2 33 461.4 153.2 16,259.2 16,720.6 -15,797.7 7 1 5 -944.9 394.5 16,933.5 15,988.6 -17,878.4 6 -882.7 -334.8 12,601.7 11,719.0 -13,484.4 2 5 519.8 -317.4 -18,157.6 -17,637.7 18,677.4 6 522.6 246.0 -14,810.7 -14,288.1 15,333.2 3 5 181.4 -176.2 -12,078.8 -11,897.4 12,260.2 6 206.1' 125.9 -10,284.5 -10,078.4 10,490.5 AME Linear Elastic analysis 'results Str No. 22 MPIg5 10 Apr 97 09:26 am Page 2 �E Linear Elastic analysis results 5 Page 3 Str No. 22 10 Apr 97 09:26 am " Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. moa Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 4 5 -432.9 130.5 3,350.0 -2,917.2 -3,782.9 6 -386.2 -122.7 1,846.5 1,460.3 -2,232.7 5 5 -332.5 58.5 10,287.4 9,954.9 -10,619.9 6 -328.9 -55.0 9,613:4 9,284.5 -9,942.3 6 5 26.4 -121.6 -1,634.5 -1,608.1 1,661.0 6 29.1 87.2 - -394.7 -365.6 423.9 7 5 411.1 -302.2 -14,571.1 -14,160.1 14,982.2 6 413.8 230.8. -11,405.1 -10,991.3 11,818.8 8 1 6 -778.0 534.8 12,601.7 11,823.7 -13,379.7 7 -732.2 -462.8 7,739.5 7,007.3 -8,471.7 2 6 449.'2 -363.1 -14,810.7 -14,361.5 15,259.9 7 450.8 312.0 -11,520.4 -11,069.6 11,971.3 3 6 170.3 .-171.2 -10,284.5 -10,114.2 10,454.8 7 188.3 145.8 -8,739.1 -8,550.8 8,927.4 4 6 --346.0 210.9 1,846.5 1,500.5 -2,192.5 7 -311.7 -183.7 -76.6 -388.3 -235.2 5 6 -306.4 131.5 9,613.4 9,306.9 -9,919.8 7 -304.2 -128.1 8,348.2 8,044.0 -8,652.4 6 6 7.6 -91.6 -394.7 -387.1 402.4 7 9.3 67.4 380.0 389.2 -370.7 7 6 347.1 -322.4, -11,405.1 -11,058.0 11,752.2 7 348.8 271.4 -8,510.8 -8,162.0 8,859.6 1 7 -621.3 603.6 7,739.5 7,118.2 -8,360.8 8 -591.5 -524.1 2,785.2 2,193.7 -3,376.7 2 7 377.0 -398.1 -11,520.4 -11,143.4 11,897.4 8 378.0 352.3 -8,223.5 -7,845.5 8,601.5 3 7 154.2 -181.5 -8,739.1 -8,584.8 8,893.3 8 165.9 164.2 -7,220.3 -7,054.4 7,386.3 4 7 -267.3 243.9 -76.6 -343.8 -190.7 8 -244.9 -208.5 -2,064.1 -2,309.0 1,819.2 5 7 -271.4 187.9 8,348.2 8,076.8 -8,619.6 8 -270.1 -184.4 6,712.2 6,442.1 -6,982.2 6 7 -4.8 -67.8 380.0 375.2 -384.8 8 -3.8 46.2 881.1 877.3 -884.9 7 7 285.5 -337.3 -8,510.8 -8,225.3 8,796.3 8 286.5 291.6 -5,747.7 -5,461.3 6,034.2 110 1 8 -586.7 529.4 2,785.2 2,198.5 -3,371.9 9 -557.6 -449'.7 -1,502.1 -2,059.7 944.5 2 8 374.7 -355.8 -8,223.5 -7,848.8 8,598.2 9 375.7 310.1 -5,307.8 -4,932.1 5,683.4 3 8 164.4 -165.7 -7,220.3 -7,055.9 7,384.7 9 175.8 148.7 -5,843.6 -5,667.8 6,019.4 4 8 -243.0 210.7 -2,064.1 -2,307.1 1,821.2 9 -221.2 -175.0 -3,753.0 -3,974.2 3,531.8 5 8 -268.4 186.9 6,712.2 6,443.8 -6,980.5 •9 -267.1 -183.4 5,090.5 4,823.4 -5,357.6 �E Linear Elastic analysis results 5 Page 3 Str No. 22 10 Apr 97 09:26 am • ' Stephen F. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. goad Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot'Normal No. Comb No. (psi) (psi) ' (psi) (psi) (psi) .6 8 -4.2 -46.2 881.1 876.8 -885.3 9 -3.3 24.7• 1,191.5 1,188.2 -1,194.7 7 8 283.8. -294.2 -5,747.7 -5,464.0 6,031.5 9 284.7 248.5 -3,371.4 -3,086.6 3,656.1 11 1 9 -561.7 444.6 -1,502.1 -2,063.8 940.4 10 -531.9 -365.1 -5,059.2 -5,591.1 4,527.3 2 9 378.5 --306.7 -5,307.8 -4,929.3 5,686.3 10 379.5 260.9 -2,814.0 -2,434.6 3,193.5 3 9 177.1 -147.1 -5,843.6 -5,666.5 6,020.7 10 188.8 129.8 -4,627.0 -4,438.2 4,815.8 4 9 -222.8 173.0 -3,753.0 -3,975.8 3,530.2 10 -200.4 -137.5 -5,117.2 -5,317.6 4,916.8 5 9 -268.8 181.0 5,090.5 4,821.8 -5,359.3 10 -267.5 -177.5 3,515.4 3,248.0 -3,782.9 6 9 -3.1 724.7 1,191.5 1,188.4 -1,194.5 10 -2.1 3.1 1,313.8 1,311.7 -1,315.9 7 9 287.0 -245.9 -3,371.4 -3,084.4 3,658.3 10 ,288.0 200.1 -1,411.5 -1,123.5 1,699.5 12 1 10 -528.5 369.9 -5,059.2 -5,587.7 4,530.7 11 -499.4 -290.1 -7,949.4 -8,448.8 7,450.0 • 2 10 377.1 -264.4 -2,814.0 -2,437.0 3,191.1 11 378.0 218.7 -698.7 -320.6 1,076.7 3 10 187.6 -131.5 -4,627.0 -4,439.4 4,814.6 11 199.0 114.5 -3,549.5 -3,350.5 3,748.5 4 10 -199.1 139.4 -5,117.2 -5,316.3 4,918.0 11 -177.3 -103.6 -6,181.2 -6,358.5 6,003.9 5 10 -265.8 1180.0 3,515.4 3,249.6 -3,781.3 11 -264.6 -176.5 1,954.7 1,690.1 -2,219.3 6 10 -2.1 -3.1 1,313.8 1,311.7 -1,315.9 11 -1.2 -18.4 1,246.9 1,245.7 -1,248.0 7 10 286.1 -202.8 -1,411.5 -1,125.4 1,697.6 11 287.1 -157.2 164.5 451.6 122.5 13 1 11 -499.4 290.1 -7,949.4 -8,448.8 7,450.0 12 -470.4 -2.10.4 -10,141.1 -10,611.4 9,670.7 2 11 378.0 -218.7 -698.7 -320.6 1,076.7 12 379.0 173.1 1,017.2 1,396.2 -638.3 3. �11 199.0 -114.5 -3,549.5 -3,350.5 3,748.5 12 210.4 97.5 -2,621.0 -2,410.6 2,831.4 4 11 -177.3 103.6 -6,181.2 -6,358.5 6,003.9 12 -155.5 -67.9 -6,932.5 -7,088.0 6,777.0 5 11 -264.6 176.5 1,954.7 1,690.1 -2,219.3 12 -263.3 -173.0 424.4 161.1 -687.7 6 11 -1.2 18.4 1,246.9 1,245.7 -1,248.0 12 -.2 -39.9 991.6 991.4 -991.8 7 11 287.1 -157.2 164.5 451.6 122.5 12' 288.0 111.5 1,341.0 1,629.1 -1,053.0 E Linear Elastic analysis results Str No. 22 5 10 Apr 97 09:26 am Page 4 M Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. qw Goad Combination Results Mem Load Joint Axial No.. Comb No. (psi) 14 1 12 -470.4 3 14 13 -441.3 15 2 12 379.0 -111.9 13 .379.9 5 3 12 210.4 15 -254.9 13 221.7 4.0 4 •12 -155.5 7 14 13 -133.7 15 5 12 -263.3 13 -262.0 6 12 13 .7 7 12 288.0 13 289.0 15 1 13 -441.3 14 -412.2 2 13 379.9 14 380.9 3 13 221.7 14 233.1 4 13. -133.7 14 -111.9 5 13 -262.0 14 -260.8 6 13 .7 14 1.7 7 13 289.0 14 289.9 16 1 14 -410.6 16 15 -383.8 2 14 378.4 16 15 379.3 3 14 231.3 15 241.8 4 14 -111.9 15 -91.8 5 14 -256.0 15 -254.9 6 14 - 4.0 15 4.9 7 14 289.2 15 290.1 Shear (psi) 210.4 -130.6 -173.1 127.5 -97.5 80.5 67.9 -32.2 173.0 -169.5 39.9 -61.4 -111.5 65.9 130.6 -50.9 -127.5 81.9 -80.5 63.5 32.2 3.5 169.5 -166.1 61.4 -82.9 -65.9 r 20.3 62.3 18.2 -92.5 47.3 -70.0 53.7 -.4 36.9 173.3 -169.8 82.8 -104.1 -28.4 -16.8 17 1 15 -379.9 57'.4 16 -369.4 26.6 2 15 362.7 -120.8 16 363.0 77.7 E Linear,Elastic analysis results ._ E5 Page 5 Bending (psi) -10,141.1 -11,634.2 1,017.2 2,333.6 -2,621.0 -1,841.4 -6,932.5 -7,371.1 424.4 -1,075.6 991.6 547.9 1,341.0 2,118.1 -11,634.2 -12,428.8 2,333.6 3,250.5 -1,841.4 -1,210.8 -7,371.1 -7,496.9 -1,075.6 -2,545.1 547.9 -84.1 2,118.1 2,495.6 -12,428.8 -12,620.3 3,250.5 3,856.7 -1,210.8 -674.4 -7,496.9 -7,335.4 -2,545.1 -4,032.8 -84.1 -894.8 2,495.6 2,545.9 -12,620.3 -12,748.1 3,856.7 4,679.8 Top Normal (psi) -10,611.4 -12,075.5 1,396.2 2,713.5 -2,410.6 -1,619.7 -7,088.0 -7,504.7 161.1 -1,337.6 991.4 548.7 1,629.1 2,407.0 -12,075.5 -12,841.0 2,713.5 3,631.4 -1,619.7 -977.7 -7,504.7 -7,608.8 -1,337.6 -2,805.8 548.7 -82.4 2,407.0 2,785.5 -12,839.4 -13,004.1 3,628.9 4,236.0 -979.6 -432.7 -7,608.8 -7,427.2 -2,801.1 -4,287.6 -80.1 -889.9 2,784.8 2,836.0 Bot Normal (psi) 9,670.7 11,192.9 -638.3 -1,953.7 2,831.4 2,063.2 6,777.0 7,237.4 -687.7 813.5 -991.8 -547.2 -1,053.0 -1,829.1 11,192.9 12,016.6 -1,953.7 -2,869.6 2,063.2 1,444.0 7,237.4 7,385.0 813.5 2,284.3 -547.2 85.8 -1,829.1 -2,205.7 12,018.2 12,236.5 -2,872.0 -3,477.4 1,442.1 916.2 7,384.9 7,243.6 2,289.0 "3,777.9 88.1 899.6 -2,206.3 -2,255.8 -13,000.2 12,240.4 -13,117.4 12,378.7 4,219.4 -3,494.1 5,042.7 -4,316.8 Str No. 22 10 Apr 97 09:26 am Page 6 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. ,oI Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 3 15 226.5 -100.1 -674.4 -447.9 901.0 16 230.6 87.2 102.2 332.8 128.5 4 15 -97.3 -18.2 -7,335.4 -7,432.7 7,238.2 16 -89.4 58.4 -7,018.2 -7,107.6 6,928.8 5 15 -216.6 216.5 -4,032.8 -4,249.4 3,816.1 16 -216.2 -213.0 -5,813.4 -6,029.6 5,597.2 6 15 25.2 101.1 -894.8 -869.6 920.0 16 25.5 -121.4 -1,817.2 -1,791.7 1,842.7 7 15 287.8 -40.4 2,545.9 2,833.6 -2,258.1 16 288.1 -2.6 2,702.7 2,990.8 -2,414.6 18 1 16 -370.3 2.6 -12,748.1 -13,118.4 12,377.7 32 -369.5 16.8 -12,734.7 -13,104.2 12,365.2 2 16 355.7 -106.1 4,679.8 5,035.5 -4,324.0 32 355.7 96.3 4,870.9 5,226.6 -4,515.1 3 16 223.0 -105.2 102.2 325.2 120.9 32 223.4 102.4 298.1 521.4 -74.7 4 16 -93.7 -51.1 -7,018.2 -7,111.9 6,924.5 32 -93.0 60.5 -6,912.9 -7,005.9 6,819.9 5 16 -198.7 229.4 -5,813.4 -6,012.1 5,614.7 32 -198.7 -228.6 -6,245.7 -6,444.4 6,047.0 6 16 35.0 119.0 -1,817.2 -1,782.2 1,852.2 7 32 16 35.0 287.4 -123.6 -20.1 -2,046.1 2,702.7 -2,011.1' 2,990.1 2,081.2 -2,415.3 32 287.4 10.3 2,731.4 3,018.8 -2,444.0 19 1 32 -369.5 16.8 -12,734:7 -13,104.2 12,365.2 37 -370.3 2.6 -12,748.1 -13,118.4 12,377.7 2 32 345.6 -128.2 4,870.9 5,216.4 -4,525.3 37 345.5 118.4 5,103.5 5,449.0 -4,757.9 3 32 213.2 -122.2 298.1 511.2 -84.9 37 212.8 119.3 525.9 738.7 -313.1 4 32 '-98.1 -51.8 -6,912.9 -7,011.0 6,814.8 37' -98.8 61.1 -6,806.4 -6,905.2 6,707.6 5 ,32 -177.2 245.7 -6,245.7 -6,422.9 6,068.6 37 -177.2 -244.9 -6,708.5 -6,885.7 6,531.3 6 32 46.1 119.9 -2,046.1 -2,000.1 2,092.2 37 46.1 -124.5 -2,276.7 -2,230.6 2,322.8 7 32 •285.3 -36.3 2,731.4 3,016.7 -2,446.1 37 285.3 1.26.5 2,790.7 3,076.0 -2,505.5 20 1 31' -379.9 -57.4 12,620.3 12,240.4 -13,000.2 37 -369.4 -26.6 12,748.1 12,378.7 -13,117.5 2 31 334.8 -102.2 -6,129.5 -5,794.8 6,464.3 37 335.1 145.3 -5,103.5 -4,768.4 5,438.6 3 31 198.7 -122.9 -1,598.4 -1,399.7 1,797.0 37 202.8 135.8 -525.9 -323.1 728.7 4 31 -111.2 -93.4 6,199.0 6,087.8 -6,310.2 37 -103.3 53.1 6,806.4 6,703.0 -6,909.7 Linear Elastic analysis results Str No. 22 -AME 5 10 Apr 97 09:26 am Page 6 ' Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C • P25-13 22 GA. goad Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 5� 31 -167.8 174.0 8,500.1 8,332.3 -8,667.9 37 -157.3 -258.1 6,708.5 6,551.2 -6,865.8 6 31 47.9 80.3 3,108.9 3,156.7 -3,061.0 37 55.7 -120.5 2,276.7 .2,332.4 -2,221.0 7 31 278.2 -36.,1 -3,143.4 -2,865.3 3,421.6 37 282.3 49.0 -2,790.7 -2,508.4 3,073.0 21 1' 30 -410.6 -62.3 12,428.9 12,018.2 -12,839.5 31 -383.8 -18.2 12,620.3 '12,236.5 -13,004.1 2 30. 307.4 -120.7 -7,372.4 -7,065.0 7,679.8 31 308.2 165.9 -6,129.5 -5,821.3 6,437.8 3 30 160.2 -143.2 -2,911.1 -2,750.9 3,071.3 31 ;170.7 159.5 -1,598.4 -1,427.7 1,769.1 .4 30 -147.5 -106.2 5,436.0 5,288.5 -5,583.4 31 -127.3 69.7 6,199.0 6,071.7 -6,326.4 5 30 -157.3 123.1 9,916.5 9,759.3 -10,073.8 31 -130.4 -203.6 8,500.1 8,369.7 -8,630.5 6 30 42.5 32.8 3,551.7 3,594.2 -3,509.1 31 62.7 -69.3 3,108.9 3,171.5 -3,046.2 74' 30 255.2 -73.7 -3,853.2 -3,598.0 4,108.4 31 265.7 90.0 -3,143.4 -2,877.7 3,409.2 1 29 -441.3 -130.6 .11,634.3 11,193.0 -12,075.5 30 -412.2• 50.9 12,428.9 12,016.7 -12,841.1 2' 29 302.9 -83.6 -8,304.6 -8,001.7 8,607.5 30 303.9 129.3 -7,372.4 -7,068.5 7,676.3 3 29 144.8 -130.6 -4,129.6 -3,984.8 4,274.3 30 156.1 147.6 -2,911.1 -2,754.9 3,067.2 4 29 -172.2 -137.8 4,385.6 4,213.4 -4,557.8 30 -150.4 102.1 5,436.0 5,285.6 -5,586.3 5 29 -182.9 47.6 10,683.0 10,500.1 -10,865.9 30 -153.8 -127.4 9,916.5 9,762.8 -10,070.3 6 29 21.6 -4.1 3,672.1 3,693.8 -3,650.5 -30 43.4 -31.6 3,551.7 3,595.1 -3,508.2 7 29 241.7 -63.8 -4,486.3 -4,244.6 4,728.0 30 253.1 80.8 -3,853.2 -3,600.1 4,106.2 23 1 28 -470.4 -210.4 10,141.1 9,670.8 -10,611.5 29 -441.3 130.6 11,634.3 11,193.0 -12,075.5 2 28 302.0 -3.8.0. -8,837.3 -8,535.3 9,139.3 29 302.9 83.6 -8,304.6 -8,001.7 8,607.5 3 28 133.4- -113.6 -5,199.1 -5,065.7 5,332.5 29 144.8 130.6 -4,129.6 -3,984.8 4,274.3 4; 28 -194.0 -173.5 3,022.5 2;828.5 -3,216.5 29 -172.2 137.8 4,385.6 4,213.4 -4,557.8 5. 28 -211.9 -32.1 10,751.0 10,539.0 -10,962.9 29 -182.9 -'47.6 10,683.0 10,500.1 -10,865.9 6' 28 -.2 -39.8 3,479.9 3,479.7 -3,480.0 29 21.6 4.1 3,672.1 3,693.8 -3,650.5 AMME Linear Elastic analysis results Str No. 22 IWE5 1 10 Apr 97 09:26 am Page 7 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C • P25-'13 22 GA. .joad Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 7 28 230.3 -46.8 -4,970.4 -4,740.1 5,200.7 29 241.7 63.8 -4,486.3 -4,244.6 4,728.0 24 1 27 -499.4 -290.1 7,949.5 7,450.1 -8,448.9 28 -470.4 210.4 10,141.1 9,670.8 -10,611.5 2 27 301.0 7.6 -8,970.5 -8,669.5 9,271.5 28 302.0 38.0 -8,837.3 -8,535.3 9,139.3 3 27 122.0 -96.6 -6,119.7 -5,997.7 6,241.7 28 133.4 113.6 -5,199.1 -5,065.7 5,332.5 4 27 -215.8 -209.2 1,346.7 1,130.9 -1,562.5 28 -194.0 173.5 3,022.5 2,828.5 -3,216.5 5 27 -241.0 -111.9 10,120.4 9,879.4 -10,361.4 28 -211.9 32.1 10,751.0 10,539.0 -10,962.9 6 27 -22.0 -75.5 2,974.8 2,952.8 -2,996.8 28 -.2 39.8 3,479.9 3,479.7 -3,480.0 7 27 218.9 -29.8 -5,305.6 -5,086.7 5,524.5 28 230.3 46.8 -4,970.4 -4,740.1 5,200.7 25 1 26 -528.5 -369.9 5,059.3 4,530.8 -5,587.9 27 -499.4 290.1 7,949.5 7,450.1 -8,448.9 2 26 300.1 53.2 -8,704.2 -8,404.1 9,004.3 27 1 30.0 -7.6 -8,970.5 -8,669.5 9,271.5 • 3 26 110.6 -79.6 -6,891.3 -6,780.6 7,001.9 27 122.0 96.6 -6,119.7 -5,997.7 6,241.7 4 26 -237.6 -244.9 -641.9 -879.5 404.3 27 -215.8 209.2 1,346.7 1,130.9 -1,562.5 5 26 -270.1 -191.6 8,791.3 8,521.2 -9,061.4 .27 -241.0 111.9 10,120.4 9,879.4 -10,361.4 6 26 -43.8 -111.2 2,157.1 2,113.3 -2,200.9 27 -22.0 75.5 2,974.8 2,952.8 -2,996.8 7 26 207.5 -12.8 -5,491.8 -5,284.2 5,699.3 27 218.9 '29.8 -5,305.6 -5,086.7 5,524.5 26 1 25 -561.7 -444.6 1,502.2 940.5 -2,063.9 26 -531.9 365.1 5,059.3 4,527.5 -5,591.2 2 25 299.6 96.3 -8,059.6 -7,760.0 8,359.2 26 300.6 -50.5 -8,704.2 -8,403.6 9,004.8 3 25 98.2 -63.3 -7,523.7 -7,425.5 7,622.0 26 109.9 80.6 -6,891.3 -6,781.4 7,001.2 4 25 -262.2 -278.2 -2,930.6 -3,192.8 2,668.4 26 -239.8 242.7 -641.9 -881.8 402.1 5 25 -301.7 -268.7 6,779.7 6,478.1 -7,081.4 26 -271.8 189.2 8,791.3 8,519.5 -9,063.1 6 25 -67.2 -146.3 1,027.5 960.3 -1,094.7 26 -44.8 110.8 2,157.1 2,112.3 -2,201.9 7 25 195.7 2.6 -5,544.7 -5,348.9 5,740.4 26 207.4 14.7 -5,491.8 -5,284.4 5,699.2 27 1 24 -586.7 -529.4 -2,785.1 -3,371.8 2,198.4 MME Linear Elastic analysis results Str No. 22 -- WE5 10 Apr 97 09:26 am Page 8 Stephen P. Maslan & Co. Page 9 DL=STEEL•WEIGHT,LL=41 PSF,WL=143 MPH EXP C i P25-13 22 GA. .Joa Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 25 -557.6 449.7 1,502.2 944.6 -2,059.9 2 24 297.7 144.6 -6,992.9 -6,695.2 7,290.7 25 298.7 -99.0 -8,059.6 -7,760.9 8,358.3 3 24 87.4 -45.4 -7,996.1 -7,908.7 8,083.5 25 98.8 62.4 -7,523.7 '-7,424.9 7,622.5 4 24 -281.5 -316.3 -5,544.0 -5,825.5 5,262.6 25 -259.7 280.6 -2,930.6 -3,190.3 2,671.0 5 24 -328.3 -351.2 4,053.5 3,725.2 -4,381.8 25 -299.2 271.4 6,779.7 6,480.6 -7,078.9 6, 24 -87.6 -182.6 -415.1 -502.7 327.4 25 -65.8 146.9 1,027.5 961.7 -1,093.3 7 24 184.3 21.4 -5,431.6 -5,247.3 5,615.9 25 195.7 -4.4 -5,544.7 -5,349.0 5,740.4 28 1' 23 -621.3 -603.6 -7,739.3 -8,360.6 7,118.0 24 -591.5 524.1 -2,785.1 -3,376.6 2,193.6 2 23 298.1 187.7 -5,545.1 -5,247.0 5;843.2 24 299.1 -141.9 -6,992.9 -6,693.9 7,292.0 3 23 75.3 -29.0 -8,326.4 -8,251.1 8,401.8 24 87.0. 46.2 -7,996.1 -7,909.1 8,083.1 4. 23 -306.7 -349.1 -8,456.1 -8,762.8 8,149.4 24 -284.3 313.7 -5,544.0 -5,828.4 5,259.7 • 5 23 24 -361.3 -331.5 -427.7 348.2 644.8 4,053.5 283.5 3,722.0 -1,006.1 -4,385.0 6 23 -111.7 -217.2 -2,168.1 -2,279.7 2,056.4 24 -89.3 181.8 -415.1 -504.4 325.8 7 23 172.8 37.0 -5,182.4 -5,009.5 5,355.2 24 184.5 -19.7 -5,431.6 -5,247.1 5,616.1 29 1 22 -778.0 -534.8 -12,601.5 -13,379.5 11,823.5 23 -732.2 462.8 -7,739.3 -8,471.6 7,007.1 2' 22 328.7 173.4 -4,103.9 -3,775.3 4,432.6 23 330.3 -122.3 -5,545.1 -5,214.8 5,875.4 3 22 49.8 -18.5 -8,630.1 -8,580.4 8,679.9 23 67.8 43.8 -8,326.4 -8,258.7 8,394.2 4 22 -406.3 -305.7 -11,303.7 -11,710.0 10,897.4 23 -372.0 278.5 -8,456.1 -8,828.1 8,084.1 5- 22 -487.3 -416.2 -3,061.2 -3,548.5 2,573.9 23 -441.6 344.2 644.8 203.2 -1,086.3 6 22 -188.3 -216.8 -4,148.5 -4,336.8 3,960.2 •23 -154.0 189.6 -2,168.1 -2,322.0 2,014.1 7 22 158.8 26.0 -5,052.5 -4,893.8 5,211.3 23 176.8 -.6 -5,182.4 -5,005.6 5,359.2 30 1 21 -944.9 -394.5 -16,933.3 -17,878.2 15,988.4- 22 -882.7 334.8 -12,601.5 -13,484.2 11,718.8 2 21 357.7 153.2 -2,657.1 -2,299.4 3,014.8 22 360.4 -90.4 -4,103.9 -3,743.5 4,464.4 3 21 19.3 12.0 -8,735.8 -8,716.5 8,755.1 E Linear Elastic analysis results Str No. 22 �� E5 10 Apr 97 09:26 am Page 9 Page 10 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C • P25-13 22 GA. Load Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 22 44.0 29.8 -8,630.1 -8,586.2 8,674.1 4 21 -513.9 -212.6 -13,757.3 -14,271.2 13,243.4 22 -467.3 200,.5 -11,303.7 -11,771.0 10,836.5 5 21 -634.4 -348.3 -6,844.2 -7,478.6 6,209.8 22 -572.2 288.6 -3,061.2 -3,633.4 2,489.0 6 21 -281.0 -177.9 -6,190.4 -6,471.5 5,909.4 22 -234.4 165.8 -4,148.5 -4,382.9 3,914.1 7 21 135.7 29.3 -4,952.4 -4,816.7 5,088.1 22 160.4 12.4 -5,052.5 -4,892.1 5,212.9 31 1 21 -1,005.4 -194.1 16,933.3 15,927.9 -17,938.7 35 -1,008.7 196.2 18,735.6 17,726.9 -19,744.3 2 21 381.4 77.2 2,657.1 3,038.5 -2,275.7 35 378.9 -111.6 1,784.7 2,163.6 -1,405.8 3 21 21.3 7.8 8,735.8 8,757.1 -8,714.5 35 18.8 -42.2 8,505.0 8,523.8 -8,486.2 4 21, -546.4 -103.6 13,757.3 13,210.9 -14,303.7 35 -548.9 87.2 14,638.5 14,089.6 -15,187.4 5 21 -692.0 -212.0 6,844.2 6,152.2 -7,536.2 35 -695.3 214.1 8,812.0 8,116.8 -9,507.3 6 21 -311.3 -117.0 6,190.4 5,879.1 -6,501.8 35 -313.8 100.6 7,195.8 6,882.0 -7,509.6 • 7 21 138.9 1.1 4,952.4 5,091.3 -4,813.6 35 136.4 -35.5 4,783.7 4,920.0 -4,647.3 32 1 35 -1,027.5 -10.2 18,735.6 17,708.1 -19,763.2 36 -1,030.7 11.5 18,823.3 17,792.6 -19,854.0 2 35 392.9 41.2 1,784.7 2,177.6 -1,391.8 36 390.5 -71.6 1,329.2 1,719.7 -938.7 3 35 26.2 38.1 8,505.0 8,531.2 -8,478.8 36 23.8 -68.6 8,074.4 8,098.2 -8,050.6 4 35 -555.6 13.7 14,638.5 14,082.9 -15,194.1 36 -558.0 -28.4 14,468.6 13,910.6 -15,026.6 5 35 -722.5 -84.6 8,812.0 8,089.5 -9,534.6 36 -725.7 85.9 9,500.5 8,774.8 -10,226.2 6 35 -326.8 -42.1 7,195.8 6,869:0 -7,522.7 36 -329.2 27.4 7,476.5 7,147.3 -7,805.7 7 35 140.5 10.2 4,783.7 4,924.2 -4,643.1 36 138:2 -40.7 4,578.4 4,716.5 -4,440.2 33 1 20 -977.9 339.0 -15,214.5 -16,192.3 14,236.6 36 -973.4 -339.2 -18,823.3 -19,796.7 17,849.9 ' 2 20 388.3 -23.9 -1,803.3 -1,415.0 2,191.5 36 391.6 65.2 -1,329.2 -937.5 1,720.8 3 20 42.3 97.7 -7,254.4 -7,212.1 7,296.7 36 45.7 -56.4 -8,074.4 -8,028.8 8,120.1 4 20 -518.5 236:8 -12,058.2 -12,576.7 11,539.6 36 -515.2 -216.2 -14,468.6 -14,983.8 13,953.4 5 20 -716.2 165.5 -7,738.5 -8,454.7 7,022.2 AIJLME Linear Elastic analysis results Str No. 22 E5 10 Apr 97 09:26 am Page 10 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C • P25-13 ' 22 GA. joad Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 36 -711.8 -165.6 -9,500.5 -10,212.2 8,788.7 6 20 -322.3 106.6 -6,451.1 -6,773.5 6,128.8 36 -319.0 -86.0 -7,476.5 -7,795.4 7,157.5 7 20 140.4 32.6 -4,450.9 -4,310.5 4,591.3 36 143.8 8.7 -4,578.4 -4,434.6 4,722.1 34 1 19 -970.1 369.8 -12,171.6 -13,141.7 11,201.5 20 -966.6 -369.8 -15,214.5 -16,181.1 14,247.8 2 19 384.7 -4.2 -1,969.4 -1,584.7 2,354.1 20 387.3 36.2 -1,803.3 -1,416.0 2,190.6 3 19 42:8 128.3 -6,330.3 -6,287.5 6,373.0 20 45.4 -96.3 -7,254.4 -7,209.0 7,299.7 4 19 -513.4 269.1 -9,909.9 -10,423.3 9,396.5 20 -510.8 .-253.1 -12,058.2 -12,568.9 11,547.4 5 19 -714.1 188.1 -6,190.8 -6,904.9 5,476.7 20 -710.6 -188.1 -7,738.5 -8,449.1 7,027.8 6 19 --321.4 132.8 -5,424.3 -5,745.7 5,102.9 20 -318.8 -116.8 -6,451.1 -6,769.9 6,132.4 7 19 138.8 60.2 -4,087.4 -3,948.7 4,226.2 20 141.4 -28.2 -4,450.9 -4,309.5 4,592.2 35 1 18 -977.0 369.8 -6,085.8 -7,062.8 5,108.7 • 19 -970.1 -369.8 -12,171.6 -13,141.7 11,201.5 2 18 379.5 59.8 -1,511.4 -1,132.0 1,890.9 19 384.7 4.2 -1,969.4 -1,584.7 2,354.1 3 18 37.5 192.3 -3,691.9 -3,654.3 3,729.4 19 42.8 -128.3 -6,330.3 -6,287.5 6,373.0 4 18 -518.6 301.1 -5,218.3 -5,736.9 4,699.7 19 -513.4 -269.1 -9,909.9 -10,423.3 9,396.5 5 18 -721.1 188.1 -3,095.4 -3,816.4 2,374.3 19 -714.1 -188.1 -6,190.8 -6,904.9 5,476.7 6 18 -326.6 164.8 -2,975.5 -3,302.1 2,648.9 19 -321.4-132.8 -5,424.3 -5,745.7 5,102.9 7 18 133.5 124.2 -2,570.5 -2,436.9 2,704.0 19 138.8 -60.2 -4,087.4 -3,948.7 4,226.2 36 1 17 --984.0 369.8 0.0 -984.0 -984.0 18 -977.0 -369.8 -6,085.8 -7,062.8 5,108.7 2 17 374.3 123.9 0.0 374.3 374.3 18 379.5 -59.8 -1,511.4 -1,132.0 1,890.9 3 17 32.3 256.4 0.0 32.3 32.3 18 37.5 -192.3 -3,691.9 -3,654.3 3,729.4 4 17 -523.8 333.1 .0.0 -523.8' -523.8 18 -518.6 -301.1 -5,218.3 -5,736.9 4,699.7 5 17 -728.0 188.1 0.0 -728.0 -728.0 18 -721.1 -188.1 -3,095.4 -3,816.4 2,374.3 6 17 -331.8 196.8 0.0 -331.8 -331.8 18 -326.6 -164.8 -2,975.5 -3,302.1 2,648.9 7 17 128.3 188.2 0.0 128.3 128.3 Linear Elastic analysis results Str No. 22 `�NlE j 5 10 Apr 97 09:26 am Page 11 e AdIhAME Linear Elastic analysis results Str No. 22 10 Apr 97 09:26 am Page 12. Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C . P25-13 22 GA. joad Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 4 18 133.5• -124.2 -2,570.5 -2,436.9 2,704.0 a 4otes:, ' L. Axial stress is positive for tension. ?. Shear stress is positive for positive shear. 3. Bending'stress is for top of member. Bending stress is positive for tension. 1. Top Normal stress f = Axial + Bending. Bottom Normal stress = Axial - Bending. i i I1 f _ e AdIhAME Linear Elastic analysis results Str No. 22 10 Apr 97 09:26 am Page 12. CALCULATION FOR: P X 13 22 GA. • �25 FOUNDATION DESIGN: ASSUME SOIL BEARING CAPACITY OF 1,000 PSI. VERTICAL LOAD = 994 # PER SECTION SECTION WIDTH = 2 FT THEREFORE, LOAD TO THE FOOTING IS = 497 PLF FOOTING WIDTH = 16 in. SOIL BEARING PRESSURE = 497 = . 373 PSF < 2000 PSF OK 16"/12" WEIGHT OF FOOTING AND SLAB = 266 + 150 416 PLF UPLIFT = 702 351 PLF < 416 PLF OK 2 USE 16 INCH FOOTING r Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 P-SF,WL=143 MPH EXP C P25=13 22 GA: *** SUPPORT REACTIONS *** Load Case Results Joint Load X -Reaction Y -Reaction Z -Reaction Number Case (kips) (kips) (K -ft) 1 1 .017 .073 0.000 2 .357 .921 0.000 3 -.756 -.775 0.000 4 .173 .240 0.000 17 ` 1 -.017 .073 0.000 2 -.357 .921 0.000 3 -.150 -.577 0.000 1 4 -.173 .662 0.000 Load Combination Results Joint Load X -Reaction Y -Reaction Z -Reaction Number Combination (kips) (kips) (K -ft) 1 1 .373 .994 0.000 i 2 -.554 -.527 0.000 t 3 -.421 -.182 0.000 4 -.003 .455 0.000 i 5.190 .313 0.000 6 -.141 -.056 0.000 7 -.489`, -.437 0.000 17 1 -.373 .994 0.000 2 -.125 -.378 0.000 3 -.259 -.033 0.000 4 -.336 .529 0.000 ' 5 -.190 .735 0.000 6 -.199 .335 0.000 t 7 -.190 -.130 0.000 ti. 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. E Linear'Elastic 'analysis results 4JME S Page 1 Str No. 22 10 Apr 97 09:25 am • c� `c .6 *I 01 Pzs-l3 Zi G -A CND w,g 1-c,,0 E-.s�r U/=tv 3 111PhF -xP6 L _ Z, 0 FT w rNOwARO _ (,�0,/2 ),//. 06) 0)�L, N�T�Hr o� RfR�2 wAL� = i3'—S `2— C 8.0 4 l 3. It 2. 2. s`0 38�-(z_q 000 3, 9Ita) 1673 i.,r 1/0 K Usk 2-2- V:: ZV; 4.57,9,57 7-SIPArv9- A307 /,ADL r3 ; Fv ; i0 r- s t t -Fr = z" X.s r- v5� 3 BOGrSPAtvEL • • • m r, CALCULATIONS FOR: THICKNESS = 0.0336 in. r N 0. 22 GAGE PANEL 24 1/2" /4" 1/2" ELEMENT = A * X NUMBER WIDTH DEPTH AREA X A * X A * X^2 Io = 14.5175 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 -.0.0336 0.7074 3.5625 2.52028 8.9785099688 2.9928368500 JUM 1.UUytf Z.Odzb 11.5ZOU19 2.9930 X = A * X = 2.8545 in. AREA Ix = A * X^2 + to = 14.5175 in^4 = Ix - A * x^2 = 6.289 in^4 S1 = 1 = 1.4728 in^3 4.2704 S2 - = 1 = 2.2032 in^3 • 1 2.8546 • CALCULATIONS FOR: THICKNESS = 0.0336 in. 3.4832" 3.1082" � r 1.15000 0.0168" 0.0" 22 GAUGE ENDWALL PANEL ENDWALL PANEL SEGTION 22 &A THIGKNE55= .0336 in ELEMENT MEMBER NUMBER WIDTH (b) DEPTH AREA Y A * Y A * YA2 Io inA4 W (in.) (in. (in .A2) (in.) (in .A3) (in.A4 (in .A4 1 2 0.75 0.0336 0.0504 3.1082 0.15665 0.4869097249 0.0000023708 2 2 2 0.0336 0.1344 3.4832 0.46814 1.6306324931 0.0000126444 3 2 6.5 0.0336 0.4368 1.7500 0.76440 1.3377000000 0.0000410941 4 1 4.5 0.0336 0.1512 0.0168 0.00254 0.0000426747 1 2.9928368500• SUM Yb Ix I S1 S2 V. r 140 i.aa i i J.4bb3 Z.99Z9 = A * Y = 1.8009 in. AREA = A * YA2 + to = 6.4482 inA4 = Ix - A * YbA2 = 3.942 inA4 = I = 2.3199 inA3 3.5 - Yb = 1 = 2.1888 inA3 1.8009 Stephen P. Maslan & Co. • DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. *** INITIALIZING DATA *** Job Description: DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C Frame -Description: P25-13 Structure Parameters Members . 36 Joints 37 Springs ........... 0 Sections .......... 3 Materials ......... 1 Load Cases 4 Load Combinations . 7 User Name: HFRAME5 22 GA. Analysis Options Linear Elastic Analysis Imperial Units Bandwidth Optimization Load Case 1 specified as self -weight 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. V6J 2G2 Canada Phone: (604)732-3763 Fax: (604)732-8467 Softek assumes no responsibility for the accuracy, validity or applicability of the results of P -FRAME. *E Linear Elastic analysis results 5 Page 1 Str No. 22 10 Apr 97 09:25 am Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13' .22 GA. *** JOINT DATA *** Joint X - coord. Y - coord. X-- Degree Y - Degree Z - Degree .Limber (feet) (feet) of Freedom of Freedom of Freedom 1 0 0 0 0 1 2 0 2 1 1 1 3 0 4 1 1 1 4 0 5.417 1 1 1 5 1 8.1563 1 1 1 6 2 9.1979 1 1 1 7 3 9.8333 1 1 1 8 4 10.2083 1 1 1 9 5'_ 10.5729 1 1 1 10 6 10.9479 l 1 1 11 .7 11.3125 1 1 1 12 8 11.6771 1 1 1 13 9 12.0417 1 1 1 14 10 12.4063 1 1 1 15 11 12.7396 1 1 1 16 12 12.8646 1 1 l 17 24.4583 0 0 0 1 18 24.4583 2 1 1 1 19 24.4583 4, 1 1 1 20 24.4583 5 1 1 1 21 23.4583 8.1563 1 1 1 22.4583 9.1979 1 1 1 21.4583 9.8333 1 1 1 24 20.4583 10.2083 1 1 1 25 19.4583 10.5729 1 1 1 26 18.4583 10.9479 1 1 1 27 17.4583 11.3125 1 1 1 28 16.4583 11.6771 1 1 1 29 15.4583 12.0417 1 1 1 30 14.4583 12..4063 1 1 1 31 13.4583 12.7396 1 1 1 32 12.2292 12.875. 1 1 1 33 .4034 7.2052 1 1 1 34 ..041 6.2929 1 1 1 35 24.0549 7.2052 1 1 1 36 24.4173 6.2929 1 1 1 37 12.4583 12.8646 1 1 1 Note: Degree of Freedom: 0=restrained 1=free j=coupled to joint 'j' A&ME Linear Elastic analysis results ."AW,E5 Page 2 Str No. 22 10 Apr 97 09:25 am Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. *** SECTION PROPERTY DATA *** Sec X -sectional Mom. Inertia Shear'Area go. Area (in2) (in4) (in2) 1 1.0098 6.289 1.0098 2 '1.1902 7.4049 1.1902 3 1.5528 9.63198 1.5508 Sec. Database go. Code Name 1 22 gage 2 20 gage 3. 18 gage Section Mod (in3) 1.4728 1.734 2.2565 Plastic Moment Capacity (K -ft) I@ 1 votes: 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. D. Non -zero Plastic Moment Capacity is mandatory for plastic analysis. --------------------------------------------------- *** MATERIAL PROPERTY DATA *** Katerial Youngmod Shearmod Density Coeff Exp Fy Yield Number (ksi) (ksi) (K/ft3) (/F*1.E-6) (ksi) 1 29000 12000 .5 6.5 50 votes: 1. Elastic Modulus (Young's Modulus) is mandatory. Z. For non -zero 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). �. Non -zero Yield Stress is mandatory for plastic analysis. E Linear Elastic analysis results .rE5 , Page 3 Str No. 22 10 Apr 97 09:25 am Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 P:SF,WL=143 MPH EXP C P25-13 22 GA. *** MEMBER CONNECTIVITY°DATA *** Kember Lower Greater Section Material Lower Greater Attribute Length Rumber Joint Joint Number Number End Type End Type Type (ft) 1 1 2 1 1 1 1 1 2. 2 2 3 1 1 1 1 1 2. 3 3 4 1 1 1 1 1 1.417 4 4 34 1 1 1 1 1 .8769 5 33 34 1 1 1 1 1 .9816 6 5 33 1 1 1 1 1 1.1227 7 5 6 1 1 1 1 1 1.4439 8 6 7 1 1' 1 1 1 1.1848 9 7 8 1 1 1 1 1 1.0680 10 8 9 1 1 1 1 1' 1.0644 11 9 10 1 1 1 1 1 1.0680 12 10 11 1 1 1 1 1 1.0644 13 11 12, 1 1 1 1 1 1.0644 14 12 13 1 1 1 1 1 1.0644 15 13 14 1 1 1 1 1 1.0644 16 14 15 1 1 1 1 1 1.0541 17 15 16 1 1 1 1 1 1.0078 18 16 32 1 1 1 1 1 .2294 19 32 37 1 1 1 1 1 .2293 20 31 37 1 1 1 1 1 1.0078 2 30 31 1 1 1 1 1 1.0541 29 30 1 1 1 1 1 1.0644 2 28 29 1 1 1 1 1 1.0644 24 27 28 1 1 1 1 1 1.0644 25 26 27 1 1 1 1 1 1.0644 26- 25 26 1 1 1 1 1 1.0680 27 24 25 1 1 1 1 1 1.0644 28 23 24 1 1 1 1 1 1.0680 29 22 23 1 1 1 1 1 1.1848 30 21 22 1 1 1 1 1 1.4439 31 21 35 1 1 1 1 1 1.1227 32 .' 35 36 1 1 1 1 1 .9816 33 20 36 1 1 1 1 1 1.2935 34 19 20 1 1 1 1 1 1. 35 18 19 1 1 1 1 1 2. 36 17 18 1 1 1 1 1 2. Notes: 1. Member End Types: 1=fixed (rigid connection) 0=pinned (pinned connection) 2. Attribute Type 0 indicates that the member has been deleted. E Linear Elastic analysis results Str No. 22 .r' E5 10 Apr 97 09:25 am Page 4 Jote: 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 Zec Mem Sloped UDL Proj. UDL. Local UDL Jo. No. K/ft slope K/ft horiz k/ft perp 1 7 0 -.082 0 2 8 0 -.082 0 3 9 0 -.082 0 4 10 0 -.082 0 1 0 -.082 ,0 0 12 0 -.082 0 7 13 0 -.082 0 8 14 0 -.082 0 9 15 0 -.082 0 10 16 0 -.082 0 11 17 0 -.082 0 12 18 0 -:082 0 13 19 0 =.082 0 14 20 0 -.082 0 15 21 0 •-.082 0 16 22 0 -.082 0 17 23 0 -.082 0 18 24 0 -..082 0 19 25 0 -.082• 0 20 26 0 -.082 0 21 27 0 -.082 0 22 28 0 -.082 0 23 29 0 -.082 0 24 30 0 -.082 0 Load case 3 - member distributed loads Zec Mem Sloped UDL Prod. UDL Local UDL Vo. No. K/ft slope K/ft horiz k/ft perp 1 8 0 0 .061 2 9 0 0 .061 E Linear Elastic analysis results t�E5 Page 5 Local UDL Triangular Thermal K/ft parll K/ft @ GJ 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 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 0 0 0 0 0 0 0 0 0 0 0 0 Local UDL Triangular Thermal K/ft parll K/ft @ GJ Change (F) 0 0 0 0 0 0 Str No. 22 10 Apr 97 09:25 am Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 P25-13 PSF,WL=143 MPH EXP C 22 GA. *** LOAD INITIALIZING DATA *** Load # loaded # support # loaded describe :ase joints settlemnts members load case 1 0 0 0 SELF WEIGHT 2 0 0 24 LIVE LOAD 3 0 0 36 WIND LOAD 4 0 0 11 SNOW DRIFT Jote: 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 Zec Mem Sloped UDL Proj. UDL. Local UDL Jo. No. K/ft slope K/ft horiz k/ft perp 1 7 0 -.082 0 2 8 0 -.082 0 3 9 0 -.082 0 4 10 0 -.082 0 1 0 -.082 ,0 0 12 0 -.082 0 7 13 0 -.082 0 8 14 0 -.082 0 9 15 0 -.082 0 10 16 0 -.082 0 11 17 0 -.082 0 12 18 0 -:082 0 13 19 0 =.082 0 14 20 0 -.082 0 15 21 0 •-.082 0 16 22 0 -.082 0 17 23 0 -.082 0 18 24 0 -..082 0 19 25 0 -.082• 0 20 26 0 -.082 0 21 27 0 -.082 0 22 28 0 -.082 0 23 29 0 -.082 0 24 30 0 -.082 0 Load case 3 - member distributed loads Zec Mem Sloped UDL Prod. UDL Local UDL Vo. No. K/ft slope K/ft horiz k/ft perp 1 8 0 0 .061 2 9 0 0 .061 E Linear Elastic analysis results t�E5 Page 5 Local UDL Triangular Thermal K/ft parll K/ft @ GJ 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 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 0 0 0 0 0 0 0 0 0 0 0 0 Local UDL Triangular Thermal K/ft parll K/ft @ GJ Change (F) 0 0 0 0 0 0 Str No. 22 10 Apr 97 09:25 am Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C • P25-13 22 GA. load case 3 - member distributed loads Rec Mem Sloped UDL Pro]. 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) 3 10 -0 0 .061 0 0 0 4 11 0 0 .061 0 0 0 5 12 0 0 .061 0 0 0 6. 13 0 0 .061 0 0 0 7 14 0 0 .061 0 0 0 8 15 0 0 .061 0 0 0 9 16 0 0 .061 0 0 0 10 17 0 0 .061 0 0 0 11 18 0 0 .061 0 0 0 12 19 0 0 .061 0 0 0 13 20 0 0 -.061 0 0 0 14 21 0 0 -.061 0 0 0 15 22 0 0 -.061 0 0 0 -16 23 0, 0 -.061 0 0 0 17 24 0 0 -.061 0 0 0 18 25 0 0 -.061 0 0 0 19 26 0 0 -.061 0 0 0 20 27• 0 0 -.061 0 0 0 21 28 0 0 -.061 0 0 0 22 29 0 0 -.061 0 0 0 23 7 0 0 .069 0 0 0 24 6 0 0 .069 0 0 0 5 0 0 .069 0 0 0 4 0 0 -.069 0 0 0 27 3 0 0 -.069 0 0 0 28 2 0 0 -.069 0 0 0 29 1 0 0 -.069 0 0 0 30 36 0 0 -.0431 0 0 0 31 35 0 0 -.0431 0 0 0 32 34 0 0 -.0431 0 0 0 33 33 0 0 -.0431 0 0 0 34 32 0 0 .0431 0 0 0 35 30 .0 0 -.061 0 0 0 36 31 0 0 .0431 0 0 0 load case 4 - member distributed loads Rec Mem Sloped-UDL Pro]. UDL Local UDL Local UDL Triangular Thermal Vo. No. K/ft slope K/f t horiz k/ft perp K/ft parll K/ft @ GJ Change (F) 1 20 0 -.082 0 0 0 0 2 21 0 -.082 0 0 0 0 3 22 0 -.082 0 0 0 0 4 23 0 -.082 0 0 0 0 5 24 0 -.082 0 0 0 0 6 25 0 -.082 0 0 0 0 7 26 0 -.082 0 0 0 0 8 27 0 -.082 0 0 0 0 9 28 0 -.082 0 0 0 0 10 29' 0 -.082 0 0 0 0 JMME.Linear Elastic analysis results �5 Page 6 Str No. 22 10 Apr 97 09:25 am Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX DETACHED ACCESSORY BUILDING OWNER'S STATEMENT OF USE Plan review will not be started until this form is completed, signed by the property owner, and returned to the Butte County Building Division. Attached Accessory Buildings and Additions will be checked for residential use. Exception: Garages and Carports. Owner J®1jA-) //1 C�-�/�G C 'e�� Phone: _CS30 S X8.9 Mailing Address T' ee5f5 �" Z /—D Site Address: 2-4;n - /z&� S 7 6z,1A_) ,Rn Assessor's Parcel Number: D? Z — 3� -O Z L,� Zone: Please answer questions 1-16, and explain any yes answers for questions 2-14 in the space provided on page 2 of this form GENERAL INFORMATION: 1. Is there a primary dwelling on the property? YesZ 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 SITE CONDITIONS: 6. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes ❑ No 7. Is any portion of the structure located closer than 20' to your front property line? Yes ❑ No S. Do you plan to add a driveway or modify existing access to a county maintained road? Yes ❑ No R 9. Will the proposed structure encroach within any recorded easement? Yes ❑ No Q CONSTRUCTION FEATURES: 10. Will this building have insulated floor, walls, or ceiling? Yes El _ No E)/ k 4.0EC. 11. Will this building be heated or cooled? Yes ❑ No 0 4 9 12. Will this building have a water closet/toilet? Yes ❑ No 0 13. Will this building have a sink? Yes ❑ No 0 14. Will this building have a water heater? •, , Yes ❑ No 15. -What type of floor covering «ill the building have?. Cc,1 IcIt -7 16. What type of wall covering will the building have? 1.912*11 1 of 2 PROPOSED USE: (check only one box) 1. ❑ Residential Storage Shed — I will be storing in this building and it will not be used for any other purpose (no bathroom and no heating or cooling). 2. ❑ Private Garage — "A building or a portion of a building not more that 1,000 square feet (3,000 by exception) in area in which only motor vehicles used by tenants of the building or buildings on the premises are stored or kept." A earage door is required. 3. ❑ Residential Carport — A covered structure intended for parking of vehicles. Two or more sides must be entirely open. 4. ❑ Residential Occupancy — Structures meant to be occupied, as opposed to a storage shed, garage, or carport If you checked #4, please check the uses below which best fit this building. ❑ GuestHouse ❑ Pool House ❑ Studio Apartment ❑ In-law quarters ❑ Recreation Room ❑ Game Room ❑ Study ❑ Library ❑ Bonus Room ❑ Playroom ❑ Den ❑ Studio ❑ Artist Studio ❑ Hobby Room ❑ Craft Room ❑ Sewing Room ❑ Canning Kitchen ❑ Music Room ❑ Family Room ❑ Sun Room ❑ Private Office 0 Workshop' ❑ Home Occupancy 2 ❑ Other— Use = 1. Desenbe type orwodahop 114(/�L _ GcJ O 0 U� a' I &hw be approved by the Butte Courcy Pluming Division Explanations: This area is for explanation of any "yes" answers on questions 2-14. Please indicate the question number before the explanation. Additional Information: Plan review will not be started until this form is completed and received. A Plans Examiner will contact the owner with specific requirements per the use indicated. I hearby affirm under penalty of perjury that the above information is true and correct I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information if or when the property is offered for sale. O«-ner's Name: Please Print J O I -W A4 <' AA Z C (Ek 14'--- Owner's Signature: 2 of 2 Date: 2�2 Z 7, -206 c� an't, . RECORDING REQUESTED BY: I AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 1111111111111111111111111 2003-0063685 IN 11 1111 Recorded I REC FEE 10.00 _ Official Records I CONFORM 1.00 County f CITY COUNTY STATE BUTTE BU I CANDACE J. GRUBBS I Recorder I ROSEMARY DICKSON I Assistant I Travis 02:41PM 12 -Sep -2003 I Page 1 of 2 SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. JOHN R. BACHELLERIE AND NANCY H. BACHELLERIE REAL PROPERTY OWNER/LESSOR 2150 FORBESTOWN ROAD MAILINGADDRESS OROVILLE BUTTE CA 95966 CITY COUNTY STATE ZIP SAME INSTALLATION MAILING ADDRESS, IF DIFFERENT SAME CITY COUNTY STATE, ZIP SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MOUNTAIN HOME MAILING ADDRESS DATE OF MANUFACTURE OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 03-262 530 538-7541 BUILDING RMIT N0. TELEPHONE NUMBER `- - 43 SIG RE OF LOCAL AGENCY OFFICIAL DATE NONE DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO. MOUNTAIN VALLEY HOME 1978 MOUNTAIN HOME MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER S2659AM � 66'x24' 089264/5 SERIALNUMBER(S) LENGTH XWIDTH INSIGNIA/LABELNUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER AP #-072-=310=025- SEE ATTACHED HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD PINK - Applicant GOLDENROD- Building Dept. D0narr A ' T -he land referred to herein is described as follows: All that certain real property situtte in the County -.of Butte, State of California, desr.-rihed as follows: A portion of the South half of the South half of the Southeast quarter of Section. 13, Township 19 North, Range 5 East, MountDiablo Base and Meridian detcxi.bed as follows: %ONZAE_JCING at the South quarter corner of said Section 13, Township 19 ;north, Range 5 East; thence al:,ng the South boundary of the Southeast quarter of said Section 13, North 890 23' 28" East, 375.23 .feet to a point on the Southeasterly boundary line of a parcel of land -as described in Deed �_-o gine State of California, recorded March 17, 1966 in Book 1418 of Butte ^ount:y official Records, at page 648. Said point also being the true point of beginning for the parcel of land herein described; thence from said true point of beginning :north 58". 23' 15" East, along the Southeasterly boundary line of said State parcel 541.00 feet.to,a State of California Department of 'dater Resources survey monument marked "FFR -760, thence North 27" 42' ?.i" East along the Southeasterly boundary line of said.State parcel 110.00 feet; thence leaving said State parcel South 62° 17' 33" East, 111.35 feet; thence North 890 23' 28" East 600.59 feet; thence South 000 57' 16" West, 322.08 .feet to a ooint on -the Southerly boundary line of said Section 13; thence Sor.th 89° 23' 28" West along the-Sovtherly boundary line of said Section 13, 1,205.70 feet to the true point of beginning. AP No. 072-310-025 M. 00 a GOMP.~ .f EX END OF DOCUMENT RECORDING REQUESTED BY: i AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 C®PY of Document Recorded 12 -Sep -2003 2003-0063685 Has not been compared with original BUTTE COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording. of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for. installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. JOHN R. BACHELLERIE AND NANCY H. BACHELLERIE REAL PROPERTY OWNER/LESSOR 2150 FORBESTOWN ROAD MAILING ADDRESS OROVILLE BUTTE CA 95966 CITY COUNTY STATE ZIP SAME INSTALLATION MAILING ADDRESS, IF DIFFERENT CITY COUNTY STATE " ZIP SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS SAME' CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 03-2622 530 538-7541 BUELDINGYMLWT NO. TELEPHONE NUMBER SI OF LOCAL AGENCY OFFICIAL DATE NONE DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO. MOUNTAIN VALLEY HOME 1978 MOUNTAIN HOME MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMFJNUMBER S2659AM 66'X24' 089264/5 SERIAL NUMBERS) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER AP # 072-310-025 SEE ATTACHED HCD FORM 433(A) REV. 8/91 WHITE - County Recorder CANARY - HCD PINK - Applicant GOLDENROD - Building Dept. DUIBIT A The laud referred to herein is described as follows. Alk that certain real property situtte in the County -of Butte, State of Callforiiia, described as follows: A portion of the South half of the South half of the Southeast quarter of Section 13, Township 19 North, Range 5 East, Mount Diablo Base and Meridian described as follows: CO HE_JCING•at the South quarter corner of said Section 131 Township 19 ;north, Range 5 'East; thence al Ding. the South boundary of the Southeast quarter of said Section 13, ;forth 89° 23' 28" East, 375.23 .feet to a point on the Southeasterly boundary line of a parcel of land.as described in Deed to the State of California, recorded March 17, 1966 in Book 1418 of Butte County Official Records, at page 648. Said point also being the true point of beginning for the parcel of land herein described; thence from said true point of beginsiing :north 58'• 23' 15" East, along the Southeasterly boundary , line of said State parcel 541.00 feet.to a State of California Department of Water Resources survey monument marked "FFR -760, thence North 27" 42' 27" East along the Southeasterly boundary line of said State parcel 110.00 feet; thence leaving said State parcel South 62° 17' 33" East, 111.35 feet; thence North 890 23' 28" East 600.59 feet; thence South 00' 57' 16" West, 322.08 feet to a point on -the Southerly boundary line of said Section 13; thence Sov:th 89° 23` 28" West along the Southerly boundary line of said Section 13, 1,205.70 fest to the true point of beginning. AP No. 072-310-025 �. i / f =r a END OF DOCUMENT ` a r v •' utZ,,ki } Y FOUNDATION SYSTEM'S= { ,fy ��.. ^. .,y �� ` -'�; '`.. _+ , - - - � ;. •� ., . � � ref ��. v CERTIFICATE UPANCY rr rr r m m OF. -OCC BUILDING PERMIT NUMBER:03-2669 Address or location of unit:2150 FORBESTOWN ROAD, OROVILLE CA 95966 Legal Description of Real Property: AP # 072-310-025 SEE ATTACHED (x) Mobilehome/Manufactured Home () Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: JOHN R. BACHELLERIE AND NANCY H. BACHELLERIE Owner's address: 2150 FORBESTOWN ROAD, OROVILLE CA 95966 INSIGNIA OR HUD NUMBER: 089264/5 SERIAL NUMBER OR V.I.N.:S2659A/B MANUFACTURER'S NAME:MOUNTAIN VALLEY HOMES YEAR: 1978 OFFICIAL APPROVING INSTALLATION: DATE: ? /"� - C"-� PHONE: (530) 538-7541 H.C.D. 513C 08/25/2003 14:11 FAX $30 534 5704 FEATHER RIVER X1001 STATE OF CALIFORNIA -DEPARTMENT Or HOUSING 1.14D COMMUNITY DEVELOPMENT r CF=ItTIFICAYF bF TTTI F lgnATI_E09Esf4P DECAE N0. }ARRAS? A SEC PAC NAIL BK 4 "901 COLUSA AVE a TUBA CITY CA 95991 Q e s i O N T Eu Ra L Y A L RJRZAY NTLLIAM W WLYNNE 0 TERCOM OR 3295 FOUMILL 6L • ORiWi1.LE � �A 95966 �! i►[1L8ASL OF•:l�6ISTCREO"OWNER s 3277 ERAi6 AYE PALERMO CA 95%8 SEC PAC RATL ®c _ 903 COLUSA AVE YUBA CITY CA 95941 DATE: 03/04!86 12:28:00 3. acL(ASE OF OEALZU ow NEN QtGISTEROD OWNER. ►ELL IN STEMS 4 V on B. s.A►_E OR b, 1VANCY XCHELLE.RIE NAPE - KTASt Pwx"r s. A E 215 0 FORB ESTOWN ROAD _ CVRRENT MAILINS ADDRESS m) OROVILLE BUTTE :&LIF. 959- CITY CNTY iT ZIP yuit NG ADDRESS 7.A) LOCATION ADORESt s) 2.150 PORBESTOWN ROAD "Uroville `")kutte SCalif!v 9.596: a, S14,000.00 0402-86 PWASE "I DATE DATE /^ MC 4EGZSTERCD 'aWNEt4 S= NATUR «1Eiri NEW MMAL MNER� PZ1L IN ITEMS :0 - 2 N1c� If 3o.A f , a) NAME ` PLEASE PRINT 4aDPESS Es i �ere�nsar.: _�cAt aut:Es 1z. CITY cNY*Y ST u► cl wow IM4 1ST JR.•LZENNOLaE:v, Fitt IN STEMS 13 - 13 row ASSi64MENT OP ttGAL OWNER 23. NAMc - PLEA= PRINT 14_ ADa4e6S 13. CITY CNTY aTUP wrap NU IND on. LIENMOLDERs FILL IN !TcMS 1e • 16 Mos 34. NAME - PLEASE PRINT 17 ADDRESS CITY CNTY $T EZ► IMPORTANT Were -sell THIS CERTIFICATE.OF TITLE MAY NOT REFLECT ALL LIENS RECORDED WITH THE DEPARTMEK7 OF HOUSING AND COMMUNI7Y DEVELOPMENT AGAINST THE DESCRIBED UNIT. THE CURRENT TITLE STATUS OF THE UNIT MAT BE CONFIRMED THROUGH THE DEPART"ENT. •9200101 MDV(oDE Ofs SF ExriRATios I�IAETAIHiVALL YE�iOlES! P90tBi ah ack mumTAINENow 100'1'3,0/n 07/YS/78 S2659A ---MIA( NU BE ENStGf�iA N�EEEBER WEIGHT 00017N 44 ISSUEn I SCC 03/20/aF► EXE P I :. 0892&48. 000000 090792 04 SFO t S26S9B069265 ,600000 000792 000144 3 707AL a FEES S PAM: s ' 659.00 A SEC PAC NAIL BK 4 "901 COLUSA AVE a TUBA CITY CA 95991 Q e s i O N T Eu Ra L Y A L RJRZAY NTLLIAM W WLYNNE 0 TERCOM OR 3295 FOUMILL 6L • ORiWi1.LE � �A 95966 �! i►[1L8ASL OF•:l�6ISTCREO"OWNER s 3277 ERAi6 AYE PALERMO CA 95%8 SEC PAC RATL ®c _ 903 COLUSA AVE YUBA CITY CA 95941 DATE: 03/04!86 12:28:00 3. acL(ASE OF OEALZU ow NEN QtGISTEROD OWNER. ►ELL IN STEMS 4 V on B. s.A►_E OR b, 1VANCY XCHELLE.RIE NAPE - KTASt Pwx"r s. A E 215 0 FORB ESTOWN ROAD _ CVRRENT MAILINS ADDRESS m) OROVILLE BUTTE :&LIF. 959- CITY CNTY iT ZIP yuit NG ADDRESS 7.A) LOCATION ADORESt s) 2.150 PORBESTOWN ROAD "Uroville `")kutte SCalif!v 9.596: a, S14,000.00 0402-86 PWASE "I DATE DATE /^ MC 4EGZSTERCD 'aWNEt4 S= NATUR «1Eiri NEW MMAL MNER� PZ1L IN ITEMS :0 - 2 N1c� If 3o.A f , a) NAME ` PLEASE PRINT 4aDPESS Es i �ere�nsar.: _�cAt aut:Es 1z. CITY cNY*Y ST u► cl wow IM4 1ST JR.•LZENNOLaE:v, Fitt IN STEMS 13 - 13 row ASSi64MENT OP ttGAL OWNER 23. NAMc - PLEA= PRINT 14_ ADa4e6S 13. CITY CNTY aTUP wrap NU IND on. LIENMOLDERs FILL IN !TcMS 1e • 16 Mos 34. NAME - PLEASE PRINT 17 ADDRESS CITY CNTY $T EZ► IMPORTANT Were -sell THIS CERTIFICATE.OF TITLE MAY NOT REFLECT ALL LIENS RECORDED WITH THE DEPARTMEK7 OF HOUSING AND COMMUNI7Y DEVELOPMENT AGAINST THE DESCRIBED UNIT. THE CURRENT TITLE STATUS OF THE UNIT MAT BE CONFIRMED THROUGH THE DEPART"ENT. •9200101 STATE OF CA1 FORI3IA ' BUSINESS, TRANSPORTATION AND HOUSING AGENCY DEPARTMENT OF HOUSING AND COh1MUN]TY DEVELOPMENT DIVISION OF CODES AND STANDARDS REGISTRATION AND TITLING PICOGRAM STATEMENT OF FACT'S This unit is a: 11%Iobilehome Commercial Coach ® Floating Home ® Truck Camper Decal (License) No.(s) Trade Name Serial No.(s ?'&5. q/� �. I/We, the undersigned, hereby state: c We further agree to indemnify and save harmless the Director of Housing and Community Development, State of California, and subsequent purchasers of said unit, for any. loss they.may suffer resulting from registration of the above-described unit in California,'or from issuance of a California certificate of title covering the same. I/We certify under penalty of perjury that the /foregoing is true and correct. Executed on ( ate) (City) (State) Si 5tures) Printed name(s) AddrPcs city t /hg:::Z� State ��`. To Whom It May Concern: Tri Counties Bank authorizes a permanent foundation system to be installed at 2150 Forbestown Rd. Oroville, CA. 95966 Thank you, No en Bray .Tri Counties Bank :K! It e 08/23!2003 14:11 FAX SSO.S34 5704 Order No. Escrow No• 6776-58997 Loan No. AP#72 31 25 WHEN RECORDED MAIL TO: MR* & MRS. JeR. BACHELLERIE 25181 CAMPXNA DR. MISSION VIEOA, CA 92675 MAIL TAX STATEMENTS TO: as above FEATHER RIVER gtonpe of Owner- ship Stotemonl NOT filed. (Sca 00 A L I (.jv) S—t 'e (nolIlro aridmia on aocumenf. Q002 JWDV,rlfTi F, CC:lH Ty. VAL'F. Dc� !l J1 Q. hQ CLARk A. f el6nN OZ'RX'RECDROER i FPACH AGOVE TMIS LeNe FOR ReCORDER'S USE DOQJMENTARY TRANSFER TAX Computed on the conddredon at value of proytrty conveyed: OR 1C.. Comoutaa oh Me ddmmettatl6n Or vewO idle Ileiu br aetoumtereieoee n remeMlna at dmeatwo. \ \ GRANT DEED FOR A VALUABLE CONSIDERATION; recelpt of which is hereby acknowledged. ALEX MILSTESNe a widower hereby GRANT(S) to JOHN R. BACHSLLERIE AND NANCY H.i,r$ACEIE URIEe husband and wife as Joint Tenants the real property in the fdbbtkunincorporated area County of Butte Staie of California, described as SEE ATTACHED LEGAL DESiN Dated_ October' 13, 1980 ALEX MILS STATE OF CALIFORNIA ) I CO NTY OFML q: 'Notary $lefts the anded, a PuIlln ndrfar said Stela. parpersonallyap0earedared b OFFICIAL SEAL known to me to be the person _. whose name . d'� F� RDB%iiT$ `,•J; " aubieribed to a wethin �irovumem and ecknowiedptl mat • HQTARY pUHLIC • C"04NIA eA LOS AIIgI181 OOURT ex.outed the same. Yr meals con i n 'La, 1999 WITNESS and offetiel NOW. Jd((mmyr'yy�hand slonatvre a6 -4a 4. go2(Thi. .ree ew uM.1.1 npterlel ami, 1002 110/69) MAIL TAX STATEMENTS AS OIRECTEO ABOVE 90�23�05 �' 001IBIT A The land referred to herein is described as follows: X111 that certain real property situtte in the County -of Butte, State of :-el.iiornia, described as follows: A ,portion of the South half of the South half of the Southeast quarter of Section. 13,' Township 19 North, Range 5 East, Mount'Diablo Base and Meridian derScribed its follows: i3OMAENCING at the South quarter corner of said Section 13, Township 19 N rth, Range 5 East; thence along the South boundary of the Southeast quarter of said Section 13, North 890 23' 28" East, 375.23 .feet to a point on the Southeasterly boundary line of a parcel of land as described in Deed to the State of California, recorded March 17, 1966 in Book 1418 of Butte County Official Records, at page 648. Said point also being the true point ni beginning for the parcel of land herein described; thence from said true point of beginhin5 :north 5V.231 15" East, along the Southeasterly boundary , line of said State parcel 541.00 feet.to a State of California Department of Water Resources survey monument marked "FFR -76", thence North 27" 42' ' 27" East along the Southeasterly boundaiy line of said State parcel 110.00 feet; thence leaving said State parcel South 62' 17' 33" East, 111.35 feet; thence north 890 23' 28" East 600.59 feet; thence South 00° 57' 16" West, 322.08 ,feet to a ooint on -the Southerly boundary line of said Section 13; , thence Soi:th 89° 23' 28" West along the Southerly boundary line of said Section 13, 1,205.70 feet to the true point of beginning. AP No. 072-310-025 �. i • J a ii END OF DOCUMENT EX. H:C.D. - ..... ATTACK CHECK ENVIRONMENTAL HOUSING SOLUTIONS BRUCE BRODERICK 4077 EILEEN L BRODERICK PO BOX 786 (530) 873-5091 11-35/1210 MAGALIA, CA 95 54 Date (� r . 423 ; lay to the Order Of e ra i t f�i�i1• e t c .:':, s r.__: 1 rc `.t c, '` i, .k '.� �. hY r: f f 'f � h a�ankofAmer ear �r �� r 'C'usrvmer trice r<+x 44 ' 1�J +l*' scPazadisex `wNi1s ��` �`Y y.✓',L 9 95 rf 1 ��.Y�1/�-�t�»►'��/' i jimo/}i— t �t!•:,� �'�t�S�d {_." y12fv x, rMr `" r ( <. r At�t {' cr i5 ✓ " 5r� n'+ s!yr s j %Savt' 6295 SkYWCa9 X630'87744 i tv�y•Y; '�FOrY� /`T �V ��.-� �xCr`'ry3� �i. n > `i'� .. C4 � 1r s `'•,�>. t ` i000 3'581:40 7 7...p 4�2 3g 0 3 Is 9 a }'r t^t �}F E ,, a r F rr > ' `{r��rtfl .� l t h � �" ar ! rtr }�' ✓<rh�^n Y '� ri ,.i �F'r•; � �'�wati Sr` 's�"� �ip3 siu�� },bts.{ � s� �? rla P:, e Y, � �:+.. � r ,s .�ysv .r�, r ,�� � wuy? z y^. x� �'�{ �. -s��c?� 4`�F��9Yri {r .r' .:.+��� ..X>�� r�. ts•ti'� �ti"✓.r �y � f�i� H .+�r�7ati ''.= o Js A NAME. �e, lleo 0 DATE: % ' NOTES RESIDENTIAL 072-310-025 ——_�03-2111 - BACHELLERIE, JOHN PERMIT NO. i 2150 FORBESTOWN RD; OROVILLE Cont: BRUCE BRODERICK EX MH PERM FND THE-HCD FORM 433A FOR THIS MH CANNOT BE RECbRDED UNTIL ONE OF THE FOLLOWING HAS j—BEENJURNED IN TO THE BUILDING DIVISION: ' (1) LICENSE PLATE(S) OR DECAL (THE INSPECTOR MUST RETREIVE). i (2) STATEMENT OF FACTS (ONLY ON NEW MH'S). INSPECTOR TO VERIFY SERIAL & LABEL #'S. SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ;JOB FINALED (Date) ?/l, Signature J=OK 0,= Not OK . = Not Ready NotApplicable Card B-1 Date Card B-1 MOBILE HOMES. Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. 1. Zoning Requirements -Setbacks -Easements Footings; Size -Spacing -Marriage Line 2. Soils; Special MH Support Sketch 4. 3. Sewer; Location -Test -Fall -C/O -Concrete Electricity; MH Test 4. Water; Location -Test -Easement Needed (Sketch) Water and Sewer Connected 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 9. 6. Gas; Location -Test -Wrap;-/ P' L 'ft. / P Nat. or / P' L "ft./ P LPG 11. 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B=1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. "Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -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 r Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT. END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve - 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8.. Gas and Electricity Tagged 9. Exits - . 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI: 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 -Panel boards -Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date - Card B-1 Date Card B-1 Date "Card B-1 J=OK 0 = Not OK = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. EauiD. Ground made UD w/Mech Fasteners -Bond Gas & Water Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exitino Doors -Sill Ht. & Dimensions 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect 57. Siding -Nailing Veneer 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 60. Shear Walls; Nailing -Bolts 35. Smoke Detector 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings Date 63. Infiltration -Walls -Windows Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 65. Smoke Detector 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 68. G.F.I. & Bath Fixtures & Tub Access -Spa 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 40. Attic Access & Platform if Furnace in Attic Date 71. Fireplace or Stove, Clearance -Hearth Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 80. Insulation -Foam -Looked in Attic 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exitino Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes _ 83. Following Instld./Drive D Yes D No/Walks O Yes D No/Planters D Yes D No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUI DING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (53 ) 53& 1; 1 PERMIT NO. (Rev.12/96) 6' APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 072-310-025 ZONING sh/a-5 BUILDING PERMIT OWNER u BACHELLRRIE JOHN & Mar TELEPHONE _ 58,-0632 SO Fr. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 2150 FORBESYOWN RD. OROIVLLE 95966 LLR 85,536-00 CONTRACTOR'S NAME BRUCE BRODERICK I TELEPHONE IRK 873-50 CONTRACTORS G PODRBOX�786SSMAGALIA CA. 95954 CONSTRUCTION LENDER [Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 89.536.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ 288. 2 5 Plan CheckingFee $ 23,00 BLIIL2150SSFORBESTOWN RD. OROVILLE 95966 Energy Plan Checking Fee $ 1 $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ® Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: EX MH PERM END Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service e00V OR LESS 2o0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is i full force and effect. / /� -7 License Class Lic. No. i 36,0z ,J �" OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP, OR ADDNS. ( 6 ACC. BLDS. So 3.50FT. REOSIDT' MULTI.OUTLETITS @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex.Occu OUTLET OR Fo(ruREs �0 0 1:w Ex. Occup. ouTtEEDTSA PL.1o.) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PREINSPECTION PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation Xof one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, Ishall orthwith comply ith those rovisions. 7 , X �- Date _9 !7`' Signature of Applicant - ❑ Owner ❑ Contractor Agent An OSHA permit is required for excavations over 5' eep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ co`�T TYPE TOTAL FEE $ 366.25 HAZ — — D. FEES — — IMP I FLOOD — — — — — CDPARCEL —4--_ D — HD — ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicate ova r whic fees have been paid. By Date S 0 PERMIT EXPIRES ON ate) Receipt No. WHITE-D.D.S.-B. A RY-A S O INK -I ECT GOL NR APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION i 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538- 5 PERMIT NC (Rev.12/95) ' APPLICATION AND PERMIT' tp -PA-- SO. FT. ' L Ora(/i//e I TELEPHONE i�r,�/fly 7 � r56 v u sc CO nwcnON LENDER IENDEWS MAIUNG, ADDRESS ARCHRECT OR ENGINEER ARCKTECr OR ENGWEERs MALUM ADDRESS • ,i UST NO. SUBDNISION'S NAME Total Valua Filino Fee Permit Fee . Plan Checkii Enerav Plan USEOFSTRUCTURE Each Trap Solar or heat SF ❑ Duplex ❑ MoblehomA Other Water piping_ sPEcuv Each gas wal TYPE OF WORK Gas piping New ❑ Addition ❑ Remodel ❑ Utiriflas ❑ instillation ❑ Building sew( Describe Work: Mobile Home DATE RECEIVED._ 11:1114 a1,11:LN2:00IT14kI BUILDING VALUATION $ ng Fee $ $ PERMIT FEE $ heater - 5 outlets PERMIT FEE $ ELECTRICAL PERMIT OOOV Oups Main Service 2noA ORR tEss Main Service — TO lo -A Ex. Occup. . OUTUEr OR FIXTURES FI7fED APP 6 OR. Ex. Occup. o(mr Ts FSI&. EA Temporary Service Mobile Home Facilities PERMIT- EE A MECHANICAL PERMIT 20.00 1 iling Fee 20.00 7.00 23.00 15.00 15.00 15.00 15.00 @20.00 ig Fee 20.00 23.00 46.00 3.50M 07.50 20.00 Fee 1 20.00 0 Hood \ 1 1 6.501 PERMIT FEE 1 $ Mobile Home Installation Fee is Energy Inspection Fee $ ace CONST. TYPE TOTAL FEE $ / "A7- I D. FEES I IMP I FWOD COF I PARCEL 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 FEE PAID SRA $ SHERIFF $ OTHER $ AMOUNT RECEIVED DATE RECEIVED._ 11:1114 a1,11:LN2:00IT14kI BUILDING VALUATION $ ng Fee $ $ PERMIT FEE $ heater - 5 outlets PERMIT FEE $ ELECTRICAL PERMIT OOOV Oups Main Service 2noA ORR tEss Main Service — TO lo -A Ex. Occup. . OUTUEr OR FIXTURES FI7fED APP 6 OR. Ex. Occup. o(mr Ts FSI&. EA Temporary Service Mobile Home Facilities PERMIT- EE A MECHANICAL PERMIT 20.00 1 iling Fee 20.00 7.00 23.00 15.00 15.00 15.00 15.00 @20.00 ig Fee 20.00 23.00 46.00 3.50M 07.50 20.00 Fee 1 20.00 0 Hood \ 1 1 6.501 PERMIT FEE 1 $ Mobile Home Installation Fee is Energy Inspection Fee $ ace CONST. TYPE TOTAL FEE $ / "A7- I D. FEES I IMP I FWOD COF I PARCEL 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 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 t` PERpMI�T APPLICATION DATA SHEET OWNER: C,U � ` ' ,) "L/ ASSESSOR PARCEL NUMBEOv ` Proposed Building Use: z X. , V ` r��ounter Technician: Date: Items required in order to apply for permit. All boxes MUST be checked OR mar NA in order to apply. Plot 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. ❑ 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. Energy compliance design and supporting documentation in duplicate. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, ( ie down or foundation plans, all in duplicate. ❑ 7.. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings.......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form..:..:......................................................................... ❑ 13. Other ;v; Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... _ ❑ 15. Statement of Intent for Non -heated and A/C Buildings ............................................. _ ❑ 16. Sanitation and plot plan approval from the Environmental Health Department in ❑ 17. City of Chico Plumbing permit ....... :................................................................. _ ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... _ ❑ 19. Planning approval. for (A) Use: (B)Parking: (C) Parcel Check: _ ❑ 20. 6tact Land Development about ❑ Improvements, ❑ Drainage ............................... _ e2�Encroachment Permit for drivewa fro Public Works Dept. (construction approval prior to occupancy). Pre -Inspection for _Q V, required ................ _ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... _ ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. _ ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... _ ❑ 26. Letter of Signature authorization.................................................................... _ ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... _ ❑ 28. Manufactured home utility clearance............................................................... _ ❑ 29. Ejting violation nd/or expired permits.......... �.. .. _ ❑ 30. rant Deed �❑ H. Title/Statement of Facts ❑ tter from Legal Owner, l C� eck to H.C.D. $ ❑ 31. Other: _ When issued Telephone and hold for pickup. I have been informed of the above ' ms an requirements for obtaining a buildin . permit. Applicant: )ate: 1-d 3. 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by",O phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner was advised of the ab data by "❑ phone, ❑ mail, ❑ counier, by Dat Plans reviewed by: Date: b Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow:' Buil'drig Division 03,ZUA O.B.- I OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your -building permit, No building permit' will be issued until this verification is received. roI personally plan to provide the major labor and materials for construction of the proposed - - - prop,;rty improvement: -YRS . 13 ---' NO_o _ _ _ _ _ I HAVE HAVE NOT 17 signed an application for a building permit for the proposed work, 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, ervise, and provide the major work: N • AD S: CITY: PHO CONTRACTOR'S LICENSE NO. 5. I will pro Be some of the work but I have contracted (hired) the following persons to provide the work in 'cated: NAME ADDRESS PHONE TYPE OF WORK NOTE. This Owner Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Coda This verification must be completed and returned to our office before we are permitted to issue the permit. OVER �i OWNER BUILDER INFORMr1TION Dear Property Owner. An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit Building permits are not required to Se. 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 3300 or more for time entire project, and such persons are not licensed as contractors or subcontractors; then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations inclading state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workees compensation insurance. ♦ For more specific hfirmation about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building Permit, erroneously implying that the property owner is providing his or her own labor and material personally. Budding permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacrameko, CA. 95814. Please complete the "Owner Bum Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is retuned. iri Ivfic 1 CVi ua, C.B.O. euilding Inspection NOTE: YES Owner -Builder Wormadon is required by Section 19830 of the California Health and Safely Code. OVER PRE -INSPECTION REPORT owxEx:� LOCATION: l O CONTRACCOR: PgE-19SPETION FOR V DATE TO INSPECTOR: PEW&T HMORY:( ) NONE Building Description: C4anmeresal/t1sa$e: ResidentialM of Units: T0 � C==tly O=Ipied ✓ AbandonedNacaat Electric: Yes No Condition of El '0 VAS BUILDING i msPBCrOR's MORT Electric eurr=dy On DATE: ZONING: Gas: Natural Propane None. Cturcatly 013L_Off Obvious ProbleaLs sanction: Plumbing Wot13n W611. Worldno Potable Water Obvious SmageProblems 4 ACTION RECOMMENDED: ISSUE: ' HOLD FOR ' F Inspector.'_ Date z Sketch buildings on reverse and indicate location on proper COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE 1772. 1/0 p�f A C-4IF OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. It you have any questions pertaining to this matter, or need additional explanation, please contact. this office immediately. M/�7�/ 0`�� ill /l G.U' lra^— t �r! Date } �� Inspector REV 10/92 i .•a 4" Building Permit Number: 0 3 - 4 � J Owner Name: 1 azhe 1(.p-,e— Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required, Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building 'is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. ' 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. Page 2of 2 Building Permit Number: 0 3 �P �P 9 Owner Name: (_I)a6A e. /ler i (f �, Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. " Fire sprinklers are required in this structure. The following parcel map requirements shall be met: All structures d equipment including overhangs shall be clear of all easements. ' A setback of feet from the side and _,�30 feet from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. Expansive soil may be encountered on this site. This condition may require the foundation to be designed -by a California registered engineer or licensed architect. I BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA PHONE: 534-4541 MOBILEHONE INSTALLATION SHEET 1. Owner's Name: 2. Installer's Name: Is the site currently under permit? Yes No F] (If yes, furnish permit number `-�6 ) OR Is the site an existing site? Yes F] No 3. rN c-� (If yes, furnish two plot plans.) 4. Will the mobilehome be located at least 5 ft. away from septic. tank and leach fields and clear of all setbacks and easements? Yes No F-1 (If no, clarify F, 5. What is the mobilehome electrical rating? --------------- Amps 6. What is the mobilehome site service rating? ------- -.---- 2^ Amps _ 7. What is the mobilehome site circuit breaker rating? ----- Ino Amps 8. Is there any other electric load to be served by the service? ------------------------- Yes No mobilehome site (If yes, identify the load and size: (Load) © (A~`s is _. , 9. What the mobilehome site gas pipe size? -------------- ->� n. 10. What is the type of g as service. ? --------------------- Na ral LPG 11.. What is the gas pipe length from meter or tank to the mobilehome? -------------------- ----------------------- * 12. What is the mobilehome gas demand?----------------------� (BT *(This information not required if pipe length less than 6 natural gas or less than 50 ft. on LPG.)7Wfid.. BUTTE COUNTY UTTc' r%® BUILDING DEPARTMENT BUILDING DEP!'9i-lTli/I ,r�, 4 P P R 0, v r APP ®VED MOBILEROME SUPPORT DATA If other than single wide Mobilehome Mfr. c ,Lw furnish Setup Model No -46b 3 Vyear / l; Width ,T(ft.) Box Length j (ft.) Tagalong or Expando Size ft. x ft. On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets (if not on file with the County of Butte). FOOTINGS (check one) 1. Wood -pressure treated or foundation grade.F-1 2. Other (specify) SUPPORTS (check one) 1. Concrete block. 1-1 2. Other (specify) Pier Footing Sizes and Locations SINGLE -WIDE MULTI -WIDE e 1 LinL1n_ _ _ Line 1 � Line 2 Main Beams Lint 2 Line - _ — — —• — — — — — � Line 2 — — _ Main Beams — — — — — — _ Tag or Triple Line 1 Piers: Line 1 Ooeninas: Size-Min.------------ ,� Size-Mln.------------------ Spacing-Max - -----------------Spacing-Max. Each Side of Openings From Ends -Max -------- With Width Over --------- 9 �0 Line z Piers• Size-Min------------- Spacing-Max ---------- From Ends -Max.------- J_C) , Line 3 Roof Loads: Size -Min.-----------.- Location (From Front) Line 4 Piers: Size -Min------------- Spacing -Max.--------- , .n From Ends -Max.------- Line 5 Roof Loads: Size -Min.------------ Location (From Front) Line 3 Piers: (Under Bearing Wall Only) Size -Min -------- � n Spacing -Max ---------------- , From Ends -Max.------------- j&)"x � gcx0„ ,x „ Line 5 Piers: (Under Bearing Wa11e.On y Size -Min.----- - ------------ - ux u Spacing -Max.---- From Ends -Max.------------- �_ u UADING DEPARTME .A P P R V VECTOR DYNAMICS FOUNDATION. SYSTEM WIND ZONE 1 & 2 INSTALLATION INSTRUCTIONS For the State of California INDEX " PAGE SECTION NUMBER INTRODUCTION 2 PIER HEIGHTS 3 GENERAL INSTALLATION 4 SET-UP INSTRUCTIONS 5 & 5a METAL PIER & V DRIVE -6 PARTS LIST 7,7A, 7B & 7C CONCRETE INSTALLATION 8&9 SCHEMATICS WIND ZONE I - SINGLE SECTION 10 - SINGLE V DRIVE 11 - METAL PIER 12 - DOUBLE SECTION 13 - TRIPLE SECTION 14 WIND ZONE'11 - SINGLE SECTION 15 - DOUBLE SECTION 16 - TRIPLE SECTION 17 SOIL CLASSIFICATION 18 COMPONENT PARTS AVAILABLE UPON REQUEST Foundation System i3UTTE G®UN 0 i LADING DEPARTMQ,-, 4PPRONr Release Date 8/13/2001 Engineer Approval �c0 TC �' U�l N �xP 201 E OF CAUFO 18551 APPROVED SUBJECT TO CORRECTIONS NOTED APPROVAL DOES NOTAUTHORUE ORAPPROVE ANY OMISSIONS OR DEVIATION FROM REQUIREMEIM OF APPLICABLE STATE LAWS AND REGULAno,,:S State of Ca6fomia Department of Housing and Community Developrnent DM C AND STAAIDARDS D Cg -O / (signs urc) q r SPA N0. / ,M:. m__ . __.._, V-_.__-'? - / D - o_ roe Down Engineering, Inc. VECTOR DYNAMICS INSTALLATION INSTRUCTIONS Introdiction These instructions describe the proper use of the Vector Dynamics Foundation System in Wind Zones 1 & 2. Additional installation instruction is available in VHS video, from manufactured housing distributors or from Tie Down Engineering, titled, Vector Dynamics Installation Valeo. The Vector Dynamics foundation system supports the home by anchoring the two longitudinal main rails. The system is approved in Wind Zone I & II & III areas of the Manufactured Home Construction and Safety Standards and Wind Standards; Final Rule 24CFR part 3280 for both single and multi sec- tion homes. Instructions for Class 5, Sub Soil Conditions, (Wind Zone I & II), are available through local distributors of Vector Dynamics or directly from Tie Down Engineering. GenerA The Vector Dynamics Foundation System provides the support to resist lateral and over -turning movement of the home as required by the Federal Manufactured Home Construction and Safety Standards in Wind Zones I & II when the system is used as described in these instructions. See manufac- tures Home Installation Manual for other pier & anchoring mQuirements. The following characteristics apply to both single and mutti section homes:. • Main rail minimum spacing of 86 inches or greater. • Nominal 8 foot or less top plate height at side walls. • Main rail depth of 12 inches or less. • Maximum roof slope of 20 degrees (4.4 in. in 12 in.) • Maximum pier height under main rail of 56 inches (see page 3). WIND ZONE 1 • Maximum single section home width is 16 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum double section home width is 36 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum triple section home width is 48 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. WIND ZONE 11 • Maximum single section home width is 15 It. including eaves, maximum eave width is 6" per side. • Maximum single section home width of 16 ft including eaves must use two additional vertical best anchorststabilizer plates (one per side) as fisted in the charts on page 15. • Maximum double section home width including eaves 32 ft., maximum 12" eaves per side • Maximum triple section home width including eaves 48 ft, maximum 12" eaves per side The Vector Dynamics Foundation Systems may be used as a part of the vertical or gravity support system considering that each set of Vector Dynamic pad (s) has two (2) or three (3) square feet bearing area Piers not used as part of the Vector system shall be located and constructed in accordance with the home installation instructions and/or state standards. To inquire about the use of the Vector Dynamics Foundation Systems with homes of four or more sections or on homes requiring pier heights greater than 56 inches which are not included in these instructions, contact Tie Down Engineering, Inc. at 800-241-1806. The Vector Dynamics Foundation Systems may be used on homes which require pier heights not to exceed 56 inches under one or both main rail(s). See page 3. Note that a ground anchor is used at each Vector system location in Wind Zones II & III. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or the state. Check with the most recent regulations in California. The Vector Dynamics Foundation System has not been designed for use on exposure "D" homes. Exposure "D" homes are homes located within 1500 feet of the coastline. Additional vertical anchor ties that are unique to a home's design may be required by the home manufacturer. These locations include shear walls, mar- riage line ridge beam support posts, end frame ties and rim plates. The term end frame ties refers to the longitudinal ties that are attached to a home to resist wind load on the end walls. If longitudinal ties are required by the home installation instructions or other state standards, these longitudinal ties must be installed and connected to anchors that are independent of other ties and anchors. See separate instructions for the use of Vector Dynamics with Tie Down's Longitudinal Stabilization Device. The term rim plates refers to the factory brackets fastened onto the. perimeter joist or specified as a location for vertical ties. e Page 2 Califomia 8/2001 56 i ma Figure 1 Maximum Pier Height (Wind Zones I & II only) 61 The Vector Dynamics Foundation System_ may be used on homes which require pier heights not to exceed 56 inches under one or both main rail(s). Note that a ground anchor must be used at each side of a Vector system location in Wind Zone II, and where the pier heights exceed 24 inches on a single section home in Wind Zone I. Piers must be constructed in accordance with the manufacturer's installation instructions and/or state requirements. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or state. Check with the most recent regulations in your state. Unequal Pier Heights ( Wind Zones 1& II only) rryurC c 6 in. nax Vector Dynamics may be used on homes with unequal pier heights of 56" or less under one or both main rails. The difference between the taller pier and the shorter pier cannot exceed 26". Note that a ground anchor must be used at each side of a Vector system installation in Wind Zone I and where either of the pier heights in that location exceeds 24 inches on a single section home in Wind Zone I. Only concrete blocks and pressure treated lumber compression members are permitted on unequal pier heights using the Vector system. Piers must be constructed in accordance with themanufacturer's installation instructions and/or state requirements. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or state. Check with the most recent regulations in your state. Page 3 Califomia "twool GENERAL INSTALLATION INSTRUCTIONS SITE PREPARATION It is necessary that the home site be properly graded and sloped to prevent water and moisture from standing or flowing beneath the home. See manufacturer's home installation manual and state requirements for grading and other site preparation. FOOTINGS AND FROST LINES The Vector Dynamics Foundation System can be placed directly on top of the ground after clearing all loose vegetation. In areas where frost line/poured footers are required, the Vector system for concrete is used. See pages 8 & 9. FOUNDATION/FOOTING SPECIFICATIONS FOR VECTOR PADS Vector Pads must be used in place of conventional foundation pads for each Vector foundation system. Each (set of) Vector Pad(s) provides two or three square feet of pier bearing support. Vector Systems should be spaced as evenly as possible along the length of the home, with one Vector system within two feet of each end of the home. For pier locations in between the Vector Systems, use the foundation pads normally recommended by the home manufacturer and/or state requirements. Pier heights in excess of 24 inches or when unequal must follow instructions printed on page 3 of these instructions. Nominal 3-1/2 inch or 4 inch Schedule 40 PVC pipe or TDE steel compression strut (#59043) may be used only when the pier heights are similar on fairly level ground. Steel strut and PVC are not permitted when metal pier foundations are used. The adjustable galva- nized steel compression strut, #59043, is attached to each inside pad with a 1/2" X 2-1/2" grade 5 carriage bolt and can only be used with the swivel connector on strap. The grade 5 bolt attaches the swivel connector and the steel strut to the pad. When the swivel connector is used with a wooden or pipe compressive member, the vector diagonal connector should be part #59279 not #59276. After tightening the end grade 5 bolts, adjust- ment bolt is installed through the two square steel compression struts to lock them in place.Foundation pad size and pier spacing must be consistent with home manufacturers' instructions and/or state requirements. LUMBER/MOISTURE - TERMITE SHIELD To cut lumber (2 - 2x4's or 1 - 4x4 per Vector system) for the center compression section, when using con- crete blocks for piers, measure center to center frame (I-beam) distance and subtract 16". When using METAL PIER STANDS, measure center to center frame distance and add 16". 3-1/2" or 4" nominal schedule 40 PVC pipe meeting ASTM D1784 or Tie Down's steel compression strut (#59043) may be substituted for lumber as the center compression strut under certain conditions described above. Pipe adapter bracket, part #59281 must be used with PVC pipe simultaneously with the Inside Tie Brackets, part number 59276. The pipe adapter bracket is used on top of the pipe and under the Inside Tie Bracket. In certain regions the optional Moisture Termite Shield may be required between the lumber and ground. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths are the same, the pre-cut boards will also be the same length in each Vector set-up. STRAP TENSION All strapping must be tight upon assembly of the Vector system. Tests have been conducted with "hand tight- ened " strap in the Vector system to remove the need for specific tension specifications. Hand tight is defined as removing all slack with minimum of movement available when pressing on the strap. While subsequent tight- ening of the straps is not required, straps should be checked after any strong wind conditions, just as conven- tional anchor tie down straps should also be checked, to insure the maximum performance of the foundation system. A minimum of two factory 1/4" spot welds must be used when straps are connected to the swivel con- nectors with welds. c � Page 4 Califomia 8/2001 Set -Up Instructions for the Vector Dynamics Foundation System #59007 (Kit #59007 is interchangeable with Kit #59018) 2. SET BLOCKS (OR PIERS) ON VECTOR FOUNDATION PADS Center the foundation blocks over the Vector pads. Place the pre-cut 44, 2x4's (side by side), Schedule 40 PVC (w/PVC adapter plate, part #59281) or 1 adjustable TDE steel compression member, (part #59043) tightly between the blocks, with ends resting on the Vector pads, and centered on each U -bolt. 3. OUTSIDE TENSION BRACKETS Attach an Outside Tension Bracket to the U -bolts on the outside of the foundation blocks and Vector pads. Place one of the short 6"- 2x4's between the bracket and Vector pad. Adjust the short 2x4 so that it pushes against the foundation blocks, removing any space between the piers and center compression section. Tighten the 3/8" bolts. 2 square foot pad placement or (1) 3 square foot pad rS AND : Brackets to the recut boards or -- __ - - 1113 with hook to each inside tie bracket. Tighten bracket. When using looped strap and a crimp seal, in place of the hook, place a 3" long section of strap, folded in half .and inserted between the strap and inside be bracket. Place other end of strap over the opposite (- beam and continue down to outside of the foundation blocks. Attach the strap to the Outside Tension brackets using the slotted bolt and nut provided. Wind strap a minimum of five times around the bolt. Continue tightening the slotted bolt until all slack has been removed and the strap is tight. S. SET ANCHORS Refer to section home drawings for anchor installation information. Stabilizer plates are required for diagonal ties only. Preload anchor against stabilizer plate. Make certain all slack is removed and strap is tight. For single section homes in rocky soil conditions in Wind Zone 1 only (Soil Classifications 3 only), use minimum of 3 each V Drive anchors per side. See drawing on page 6 for placement. O Page 5 Califomia 8/2001 Set -Up Instructions for Vector System #59018 (Kit #59018 is interchangeable with Kit #59007) Long U -B 1. Set Vector Pads Clear all vegetation where pads will rest. Place a long U -bolt in pad as shown. Press or ham- mer pad into the ground. 2. Set Block or piers on pads. Center foundation blocks or piers on pads. Place pre-cut center compression member between blocks, resting on pads, centers between U -bolts as shown. 3. Outside Tension Bracket Attach outside tension bracket as shown to out- side of pads. 4. Inside brackets & straps Attach the inside tie brackets to the U -bolts over the compression member. Attach a strap w/hook or swivel strap w/nut/washer & bolt (washers are required). Place other end of the strap over opposite I-beam & down to outside tension bracket. Cut strap 12 - 15 inches past bracket. Attach strap & slotted bolt in bracket. Tighten strap until tight with 4-5 wraps around bolt. Repeat with opposite strap. Page 5a California N12001 Vector Dynamics . Metal Pier li For metal piers, place the piers in the center of the Vector pads. Set the single 44 or two 2x4's through the piers, centered in the U -bolts, so that the board(s) overhangs the Vector pads on each side by about 2. Outside Tension brackets attach the same. Inside tie brackets mount 'upside down' as shown in drawing. Metal piers using the Vector system can only be used on level ground installations. Conventional pier adjusters must be placed under beam with upturned edge directed towards the outside of the home. Pier capacity rating and spacing must be consistent with home manufacturers' installation instructions and/or state requirements. When using METAL PIER STANDS, cut lumber (2 - 2x4's or 1 - 44 per Vector system) for the center compression section, by measuring center to center frame distanpe and adding 16'. Optional Moisture Termite Shield may be required in certain regions. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Adjustable steel strut (#59043) and PVC Schedule 40 pipe are not permitted to be substituted for lumber when using metal pier stands. V -Drive System Installation: for rocky soil conditions V Drive anchors are used only with Zone 1, single section homes. Soil Class 1,2,& 3. V -Drive anchors are used only in Wind Zone I, on single section homes in areas where rocky soil conditions do not allow a conventional helix style anchor to be installed. For solid rock, Soil Class 1, predrillirig of holes for the V -drive rods is recommended. , Vector Systems are set following the general set up instructions provided. With the V -Drive anchor, the short 2x4 boards used with the outside tension brackets are discarded. In place of the short 2x4's, a longer 2x4 is used as per the diagram above. This 20 board should extend from the base of the Vector pier set to 5 inches from the side wall of the home: Place the V -Drive head over the end of the longer board. Using a heavy hammer or electric hammer gun, drive the three V -Drive anchor rods through the V -Drive heads at an angle of approximately 45 degrees under the home. The rods must come to a complete stop on the V -Drive hejd. Attach a' strap with hook, buckle or beam clamp to the frame and attach to the V -Drive head with a slotted bolt. Cut the strap end about ten inc the anchor head to'allow at least five wraps around the slotted bolt. Continue tightening strap until all slack is out and strap is tight. c \ a Page 6 California 8/2001 Vector Dynamics Foundation Systems Component Parts List 1� Vector System 2000 ® ® go Kit # 59018 D o e Single piece pads with straps o and slotted bolts Part #'s included: 59310, 59288, 59135, 10925, 59279, 83044z, 59232 & 59732 ---------------------------------------------------------------------------------------------------------------- _ Vector System _ Kit # 59007 0 0 Li Part #'s included: 59275, 59282, 59276, 83044z & 10999 ee 0000�� Concrete Vector System _ = Kit # 59008 (for single stack blocks) ®o c Go 0 Part #'s included: 59277, 59282, 10530, 83044z, 59279 & 59232 Part #'s included: 59273, 59282, 10530, 83044z, 59232 & 59279 Page 7 Concrete Vector System Kit # 59006 (for double stack blocks) e California 8/2001 1/ector Dynamics_ Foundation Systems Component Parts List 0 Part #'s included: 59281, 59288,10925, 59232 & 83044z N Part #'s included: 59269, 59113, 59282 & 10999 Adjustable Steel Compression Strut PM 59043 , Or these products available at your local hardware store eatedl urea Qy,alo� 4 01 ea• I 2ea-2X QOQVGQ\Qe R` Se(\" Vector 2000 3 Sq. R. Pad Part # 59271 1 required with 59026 Longitudinal System 2 required with 59024 Lateral System Vector Lateral Hardware Kit Kit # 59024 (for use with 59271) V -Drive Anchor Kit Kit # 59287 (for use with Kit#59007 only) A. Schedule 40 PVC pipe: 3-1/2" or 4" nominal schedule 40 polyvinyl chloride pipe or conduit made from type 1, grade 1, with cell classification 12454 as defined in ASTM D1784. Compound dimensions and tolerances in accordance to the. requirements of ASTM D1785D. Color can be gray or white. Outside diameter is 4 inches. B. Ground Contact Rated Wood: No. 2 yellow pine or equivalent, pressure treated to AWPACI-1990 mini- mum, stamped "Ground Contact Rated" on wood or on label attached to the wood when purchased. . e Page 7A California 8/2001 Vector Dynamics .Individual Component Parts Detail Vector Dynamics Single Block Pad Part # 59275 1 Sq. R. 12 gauge, used in pairs 16-3/16" X 9" x 2-9/16" Vector Dynamics 2000 Single Block Pad Part # 59310 2 Sq. Ft. 12 gauge 18.719"x 15.625"x 3" Vector Dynamics Single Stack Concrete Pad Part # 59277 12 gauge 17-1/4" x 11" x 5-5/16" Vector Dynamics Double Stack Concrete Pad Part # 59273 12 gauge 18.75"x 18.625" x 5.188" Vector 2000 3 Sq. Ft. Pad Part # 59271 -12 gauge 22.5"x19.418"x3" ® Vector Dynamics Tension Link o Part # 59282 6.25" x 2.52" x 3" vLl Vector 2000 Tension Link Part # 59288 2.125" x 2.375" x2.06" Slotted Bolt Part # 59135 :`- 3" x 5/8" Long U -Bolt w/Nuts & Washers Part # 830442 3/8" x 4" (16 Threads Per Inch) Concrete Wedge Anchor ® ® Short U -Bolt w/Nuts & Washers Part # 10530 Part # 10999 3/8" X 3-1/2" Lj 3/8" x 3" (16 Threads Per Inch) Page 713 CalifomiE Protecto-Strap Carriage Bolt w/Nut & Washer ® Part #59276 p Part # 10925 6.3" x 3.3" x 7/8" ® 1/2" X 2-1/2" ® a® Strap Protectors ® � � Protecto-Strap Part # 59279 Part # 59232 ' 6.3" x 3.9"x 7/8" PVC Adaptor Part # 59281 ® Carriage Bolt w/Nut & Washer 1.25"x 4/56" x 1.42" Part # 10624 3/8"-16 x 4.5" k Tie Down Marked & Certified G60 Galvanized Strapping Model Part # Length MS35 59150 35' MS37 59155 37' 'Tie Down Marked & MS42 59160 42' Certified G120 MS60 59165 60' Strap w/Swivel Connector MS600 59170 600' Part # Length 59732 12' 59734 14' 59736 16' Frame Tie w/Hook 8 ft. P/N 59195 10 ft. P/N 59210 Earth Anchors y 12 ft. P/N 59211 Longer Lengths Available 30" x 3/4" with 2-4" helix Black Paint: Part #59095 Galvanized: Part #59079 Earth Anchor Stabilizer WDrive Head 12" wide Part #59269 Black Paint: Part #59292 x. Galvanized: Part #59294 o Drive Rods 9 ®`� Part #59113 rage i L, MN-LUnuiri 012001 Vector Dynamics System for.. Concrete Applications Instructions for Vector Kit #59008 (for single stack blocks) Or Vector Kit #59006 (for single or double stack blocks) Page 1 of 2 These instructions are an addendum to the standard Vector Dynamics instructions. Read and follow all applicable instructions and guidelines in the Vector instructions and home Installation manual. The Vector system for concrete pads applies to concrete footers, runners and slabs. Minimum size of concrete per Vector pier is 24" x 24" x 4"(for part #59006 or 59008) or 18" round X 12" deep (for part # 59008 only). The bottom of footers must be below the frost line or a minimum of 4" below finished grade whichever is greater. Concrete must be a minimum of 2500 PSI and sufficiently cured and set to accommodate an anchor bolt to its' full load resistance. 1. Determine location of pier sets where the Vector systems will be located. 2. Place one Vector concrete pad (galy. metal) on the concrete where the pier will be located, centered under the I-beam of the home. Place the upturned edge towards the center of the home and directed to the opposite Vector pier. Do the same for the opposite Vector pier. 3. Measure the distance between the two Vector system pads at the base where the Vector pad meets the concrete. Cut two ground treated 2x4's this length and place between the piers as shown. 4. Place a long u -bolt under the W's and through the holes of the Vector pad as shown. 5. Place the concrete pier blocks on the Vector pad. Center the blocks under the frame. The upturned edge end of the Vector pads should be up against the inside of the pier blocks. 6. Build vector piers but do not wedge at this time. 7. Using a concrete drill bit, drill two 3/8" diameter holes on each side into the concrete using the holes in the Vector pad as a guide. Drill the holes 3 inches deep. 8. Place an outside tension bracket on the Vector pad as shown in Illustration one. Line up the holes in the bracket, Vector pad and concrete pad. Illustration One 4 Vector pad for •N Concrete footer Page 8 concrete Wood Cap and wedge Outside Tension Bracket Wed e B California /2001 Vector Dynamics System for Concrete Applications Instructions for Vector Kit #59008 (for Single stack blocks) or Vector Kit #59006 (for single or double stack blocks) Page 2of2 i .. ` 9. Put a washer and nut on one of the 3/8" x 3-3/4" wedge anchors provided. The nut should be screwed on enough to have 1 or 2 threads showing on the top of the bolt. Place the wedge end of the bolt into one of the holes, going through the outside tension bracket, metal Vector pad and into the concrete. 10. Using a hammer, tap the wedge bolt into the hole. Maximum height for expansion bolt above concrete is 2". 11. Repeat for the other hole in the outside tension bracket and the two holes on the other Vector system pier set. 12. Place an inside tie bracket over the u -bolt so that the lip of the bracket is between the Vector plate and concrete blocks. Place washers and nuts on each U -bolt. Do not tighten yet. 13. Attach a strap with hook or crimp seal to the inside be bracket, with sufficient length to go over the opposite pier and down to the outside tension bracket, plus 12 inches for wrapping the slotted bolt. Repeat for the opposite side. 14. Tighten inside u -bolts at this time. 15. Use the outside tension brackets to remove any space between the outside tension brackets, concrete blocks and the inside edge of the Vector pad, by tapping the brackets with a hammer. 16. Wedge the pier set at this time. 17. Using a 9/1.6" socket wrench, tighten all of the wedge/anchor bolts, securing the outside tension bracket and Vector pad to the concrete. 18. Using a slotted bolt in the outside tension brackets, insert strap through slotted bolt with end of strap aligned with outside edge of bolt. Tum slotted bolt until straps are tight using at least five turns on the slotted bolts. Illustration Two Vector pad for X60 e ` \ concrete Inside \ Tie Bracket r Concrete Compression footer boards _R . _ ..:...:.....�. __.,._:. :_d.._•._r__..., z x: U -bolt page 9 California 4441001 R 0 !y -c---- >�' — WIND ZONE I - Vector Dynamics Systems Required y for Single Section Homes (Materials Required) tom ems. e .t%00Syst �a1 _ �e S ec<O man of a 2 �a sPa Tome°(nstallai1on V %ai' ho`,, gee t to n - - be = - - — — -r�' IIIUSt! and SPacwq m _,� _ $; _ • �; \ ds - - Pa - i\ WIND ZONE I (not to scale) 0 O o �2 sq. ft. pad Instructions and/or state requirements. Maximum allowable working drag load for the Vector System with the steel compression strut is Sol[ Classifications: 2, 3, 4A, & 4B 3,150 pounds per K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095),12" stabilizer plates (55292), 1-1/4" frame ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side " 0 to 72' 3 2 73 to 90 4 3 ' Anchor and stabilizer plate combination Each Vector Foundation System requires V One Vector Kit, 2 slotted bolts V 2 ea. 1-1/4 In. ties, length will vary with pier height (4725 Ib. min. break), V 1 ea. 4 x 4 pressure treated wood compression member * or 2 ea. 2 x 4 pressure treated wood compression member lit or 1 ea. 3-1/2" or 4 nominal SCH 40 PVC pipe compression member V or 1 TDE adjustable steel strut 0 o� O 3 ICS N O O V -Drive anchors are used only In WIND ZONE I (not to scale) sq. ft. pad/ Soil Classifications: Soil Bearing Capacity: Anchors Required*: �oalYP• NOTE: Vector Systems should be spaced as evenly as Is practicable along the length of the home. Pier *a" must be txtrtslstertttMlh home rri nieCmred htstalad hamions awar state requtemerlts. Maximum allowable working dreg load for the Vector System with the steel compression strut Is 3,150 pounds per 2, 3, the K2 Engineering test report. 1,000 PSF minimum "V" Drive Anchor, Part Number 59269 1-1/4" frame ties w/4725 lbs. min. breaking strength. When using "V" Dr ve Anchors Home Length 1 , Anchors Required WIND ZONE I , I Required Vector Dynamics Systems Required • 2 ea. 1-1/4 in. tie, length will very with pier (4725 • 1 ea. 4 x 4 pressure itreated wood compre 0 to 72' %'% Single Section Homes ��'`, Difficult Soil ConditionsOme • Sectipnoc sY enaaj gu`delme$ 4 4 • or 1 ea. 3-1/2* or 4' nominal SCH 40 PVC fl Single lot vellatlon me - - a spa°ome lnsta 1e pf e� ta% yek olds 9 s be to h i I _ q1 s tats d paoln9 tnu ads an s `. ` ti ttion p `\ a ' 1 Fon I 1 I . - I lyP met.CD cc 0 o� O 3 ICS N O O V -Drive anchors are used only In WIND ZONE I (not to scale) sq. ft. pad/ Soil Classifications: Soil Bearing Capacity: Anchors Required*: �oalYP• NOTE: Vector Systems should be spaced as evenly as Is practicable along the length of the home. Pier *a" must be txtrtslstertttMlh home rri nieCmred htstalad hamions awar state requtemerlts. Maximum allowable working dreg load for the Vector System with the steel compression strut Is 3,150 pounds per 2, 3, the K2 Engineering test report. 1,000 PSF minimum "V" Drive Anchor, Part Number 59269 1-1/4" frame ties w/4725 lbs. min. breaking strength. When using "V" Dr ve Anchors Home Length Vector Systems Anchors Required Each a Vector Kit, 2 V�IDrI DriveSion s Required Per Side * • 2 ea. 1-1/4 in. tie, length will very with pier (4725 • 1 ea. 4 x 4 pressure itreated wood compre 0 to 72' 3 3 • or 2 ea. 2 x 4 pressure treated wood compression member 73' t0 90' 4 4 • or 1 ea. 3-1/2* or 4' nominal SCH 40 PVC member (center compression member only ad bolts height salon member pipe compression ) • Or 1 1 Ut adjustable steel slful • "V" Drive Anchor, Part Number 59269 •2 ea. 2x4 pressure treated wood for 'V" Drive Anchor connection. Note: PVC pipe cannot be substituted for wood on the 'V' Drive Anchor connections. TIE DOWN nn:unrcnu: 0) cc CD N Metal Pier Sets ZONE 1 - \ Vector Dynamics .Systems Required for Single Section Homes Up to 72 (Materials Required _ - - 110me ms dg�ines• ; ; - t%00 ste - I 1 12 ft s� ag�gg `e alp t`O� manUa ,e 01 a e ta% s o home pie 9 ust bs t _ I o to - ��\ \\1Ustt a'�d spacing \ \ ndation pads `' ; I I \ F pu I . I \ 1 `1 , I ♦ \ r I I ,gin 1- 1 I I 00 N 0 O %ItcwF%r&r Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: 3/4" x 30" with 4" helix anchor (59095) 12" stabilizer plates (55292), 4 ea. 1 1/4" frame ties Materials: Each Vector Foundation System requires one Vector Kit, 2 slotted bolts 2 ea. 1-1/4 x 12 ft. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member Home Length Vector Systems Required Anchors Required Per Side ' 0 to 72' 3 2 73' to 90' 4 3 ' Anchor and stabilizer plate combination NOTE: Vector Systems should be spaced as evenly as Is practicable along the length of the home. TIE DOWN r ncrw r rune T cn CD W Maximum allowable working drag load for the Vector System with the steel compression strut is 3,150 pounds per the K2 Engineering test report. a: m kIt, e�� All M. ri �h7r^zl _, F� O 0 NOTE: VaM Systems should be spaced as etre IY as Is practicable along the length of the hone. Pler sparing ma be consistent with harts nwidlacUla s' ittstallefhxt hmuctiots and/or state requirements. Soil Classifications: 2, 3, 4A, &4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: None (marriage wall anchors may be required by home manufacturer) Home Length Vector Systems Required 0 to 48' 2 48' to 71' 3 72' to 89' 4 Each Vector Foundation System requires • One Vector Kit, 2 slotted bolts • 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break), • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4pressure treated wood compression member • or 1 ea. 3-1/2" or 4• nominal SCH 40 PVC pipe compression member • or 1 ME adjustable steel strut TfE DOWN N (J7 CID A O 3 0 CD N O O WIND ZONE 1 Vector Dynamics Systems Rei for Multi Section Homes (Materials Required) Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum l u i re d$e'��G sy9� e19u\dettnes tot - afePshoWs ♦ ` ♦ ` ♦ 1 I ` ♦ I ♦ I � - � m9x. Ho' - ♦ ♦1 2 i ♦ 1 WIND ZONE 1 7 NOTE: Shear wall, ridge beam support posts & marriage wall straps & anchors may be required by the home manufacturer. Vector systems should be spaced as evenly as is practicable along the length of the home. A two foot variance + or - is allowable at each system ler spacing must be consistent with the home Installation manual. �2 sq. ft. Maximum allowable working drag load for the Vector System with the steel compression strut is 3,150 pounds per the K2 Engineering test report. Materials: Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. Uss (4725 lb. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2' or 4" nominal SCH40 Pipe compression ression member or 1 TDE adjustable steePstrut Anchors Required Home Length Vector Systems Required Per Side Homes up to 48' 2 Vector Foundation Systems 0 Homes over 48' 3 Vector Foundation Systems 0 up to 52' Homes over 52' 4 Vector Foundation Systems 0 up to 76' WIND ZONE 1 7 NOTE: Shear wall, ridge beam support posts & marriage wall straps & anchors may be required by the home manufacturer. Vector systems should be spaced as evenly as is practicable along the length of the home. A two foot variance + or - is allowable at each system ler spacing must be consistent with the home Installation manual. �2 sq. ft. Maximum allowable working drag load for the Vector System with the steel compression strut is 3,150 pounds per the K2 Engineering test report. Materials: Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. Uss (4725 lb. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2' or 4" nominal SCH40 Pipe compression ression member or 1 TDE adjustable steePstrut I ♦ 1 \ WIND ZONE II (Hurricane) 1 1 `♦ Vector Dnamics Systems Required for Single Section Homes - o� ho $ gms- utdeunes• (Materials Required} ` - • ' sett cto� sy anuat 9 i2 it 111 tn9e°ns attat�oa m _ l�� _ _ e Ole netat hom ► 1 amP� \�s ge t be to 1 1 EX on sho mus ` ♦ I I tt\usttatnd sPactin9 - ♦1 on Pads a `♦` 1 1 , \ 0dat1 ' 1 I ♦ , \ FOV , 1 ♦ A i _ tP - ' sv c� CD rs n WIND ZONE II O (not to scale) ty 4 Co N 0 �2 sq. ft. pad iNOTE: For single section homes with eaves that exceed 6 Inches Zone 2, two additional frame tie anchors with stabilizer plates (one anchor and one plate per side) must be Installed In additon to the number of anchors listed In the chart below. Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per at report. Soil Classifications: 2, 3, 4A, 8146 the K2 Engineering to Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Eaves 6" or less Eaves over 6" les si to or 0to48' 4 4 5 49' to 60" 5 5 6 61' to 72' 6 6 7 73" to 84' 7 7 8 85' to 90' 8 8 9 Z ex NP. Vector Systems should be spaced as evenly as Is practicable along the length of the home. Pier spacing must be consistent with home manufacturers' Instructions and/or state requirements. Each Vector. Foundation System requires • One Vector Kit, 2 slotted bolts • 2 ea. 1-1/4 In. ties, length will vary with pier height (4725 Ib. min. break). • 1 ea. 4 x 4 pressure treated wood compression member .0 r or 2 ea. 2 x 4 pressure treated wood compreselon member - or 1 ea. 3-1/2" or 4' nominal SCH 40 PVC pipe compression membe , r - or 1 TDE adjustable steel Strut WIND ZONE II - Vector Dynamics Systems Required _ _ cthay ems; for Double Section Homes - "b%e S ve tot o m - (Materials Required) " - { a 72 it , spactngt ostatlst�on -a a - o ec o i NOTE: Vector Systems should be spaced as evenly as Is pro the length of the home. Pier spacing must be consists manufacturers' Instructions and/or state requirements be 0111 d0on 98 1 oI aPs - . tier WIND ZONE II (not to scale) \2 sq. ft. pad/ Soil Classifications: 2, 3, 4A, & 46 Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required fl1 m Maximum allowable working drag load 4 for the Vector System with the steel rn compression strut Is 3,150 pounds per 5 the K2 Engineering test report. NOTE: Vector Systems should be spaced as evenly as Is pro the length of the home. Pier spacing must be consists manufacturers' Instructions and/or state requirements be 0111 d0on 98 1 oI aPs - . tier WIND ZONE II (not to scale) \2 sq. ft. pad/ Soil Classifications: 2, 3, 4A, & 46 Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side • 0 to 48' 4 4 49' to 60" 5 5 61' to 72' 6 6 73" to 84' 7 7 85' to 90' 1 8 8 Each Vector Foundation System requires • One Vector Kit, 2 slotted bolts • 2 ea. 1-1/4 In. ties, length will vary with pier height (4725 lb. min. break). • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member • or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compresalon member • or 1 TDE adjustable steel Strut - WIND ZONE 2 Vector Dynamics Systems Required 3 Section Homes (Materials Required) Maximum allowable working drag load for the Vector System with the steel compression strut is 3,150 pounds per the K2 Engineering test report. 10 Me �. gods cw. r �G yf �• ,i:s .til Yr<� �E� �I � i'i � �� � ,•�t�s WIND ZONE 2 NOTE: Longitudinal stabilization Is required. Vector systems should be spaced as evenly as is practicable along the length of the home. Pier spacing must be consistent with the home Installation manual. C) Iv O 2 sq. ft. pad O N O 0 Materials: *Anchors Required: Soll Classifications: Rnll Aaartnn Cwnwrlty, 2, 3, 4A, & 4B 1.000 PSF minimum 3/4" x 30" anchor (59095), with vertical straps Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4In. ties (4725 lb. min. break) 1 ea. 4 x 4 wood compression member or 2 es. 2 x 4 wood compression member or 3.1/2' or 4" nominal SCH40 Pipe compression member or 1 TOE adjustable steel strut 'Anchors Required Home Length Vector Systems Required Per Side Homes up to 48' 4 Vector Foundation Systems 4 Homesover 49' 5 Vector Foundation Systems 5 up to 60' Homes over 61' 6 Vector Foundation Systems 6 up to 72' Homes over 73' 7 Vector Foundation Systems 7 up to 84' Homes over 85' 8 Vector Foundation Systems 8 up to 90' 3/4" x 30" anchor (59095), with vertical straps Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4In. ties (4725 lb. min. break) 1 ea. 4 x 4 wood compression member or 2 es. 2 x 4 wood compression member or 3.1/2' or 4" nominal SCH40 Pipe compression member or 1 TOE adjustable steel strut VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS This Vector Dynamics Foundation system instruction is applicable only on homes set on soils classified as Class 4A 413, 3 and 2 as described in the table below. For separate instructions for sub -soil, Class 5 conditions (above 50 in. lbs.), contact Tie Down Engineering. SOIL CLASSIFICATIONS Soil Class Types of Soils Blow Count (ASTM Soil Test Probe (1) D1586) Torque Value (2) 1 Sound hard. rock...... NA NA Very dense and/or 40 -up More than 550 in. lbs. cemented sands, coarse 2 gravel and cobbles, preloaded silts, clays, and corals Medium -dense coarse 24-39 350-549 in. lbs. 3 sands, sandy gravels, very stiff silts and clays 4A Loose to medium dense 14-23 275-349 in. lbs sands, firm to stiff clays 413 and silts, alluvian fill 175-275 in. lbs Peat, organic silts, 0-14 175 in. lbs 5 inundated silts, loose fine and lower sand, alluvium, loess, varied clays, fill, fly ash. (1) The purpose of the soil test probe is to gage the strength of the soil below the surface and near the anchor's helical plate. The strength of the soil is estimated in terms of its' resistance to penetration (flow) under load by means of the torque probe and is measured in inch lbs. The test probe has a helix on it. The overall length of the helical section is 10.75 in.; the major diameter is 1.25 in.; the minor diameter is 0.81 in.; the pitch is 1.75 in. The shaft must be of suitable length for anchor depth. (2) A measure synonymous with moment of a force when distributed around the shaft of the test probe. Information about geographical areas of termite infestations which might require the optional termite and moisture shield when a wood compression member is used may be obtained from the local building official or may be found in the 1995 edition of the One and Two Family Dwelling Code. Page 18 California N001 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT- ASSESSOR PARCEL NUMBER 02-- ZONING BUILDIN6PEARMIT OWNER JOHN & NANCY RACHMSERTE. TELEPHONE 58S-0632 SO. FT. OCC. BUILDING VALUATION . OWNER'S MAILING ADDRESS 9150 FORRESTOWN RI), GROVITIE. 95()66 CONTRACTOR'S NAME OJAVER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDERS MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 39.00 ARCHITECT OR ENGINEERS "UNG ADDRESS Plan Checking Fee $ 25.35 BUILDING ADDRESS Energy Plan Checking Fee $ PERMIT FEE $ 84.35 IAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW (AS RUTIT) 8X16 DECK Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI WF__ 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 600VOR LE 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 is in full force and effect.P License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X � Q/l.0/� D to _ZA % Signature of Applicant - ❑ Owner ❑ Contractor Agent An OSHA permit is required for excavations over 60" deep and demolition or construction Of structures over 3 stories in height. Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( a ACC. S.3.5¢FT; NON•RES'ID. MULTI.OUTLET @7,50 OWER APPARATUS a SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FaTUREs sA0 @'.00 Ex. Occup. DUTIETS RM.)0EA, 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 FEI_ $ Mobile Home Installation Fee $ Energy Inspection Fee $ OcccoNST. 1� PE � � TOTAL FEE $ 84.35 HAZ. D. FEES IMP FLOOD COF PARCEL r PD H ISSUE 1 V This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. D toB fq 41/ l7 Da Receipt No. WHITE-D.D.S.-Ble' OR PINK- S TO -GOLDEN ROD -APPLICANT � �,,,,aD,��. x x• 3f w_`Y,�-:t,�^lr'�f"w'"','.wan.mT-.�..y,,,,1/iw+SY•rM.wec s., - M,� i'j:... iY`..' ti. •�'{, � Nf,. s :afiN .i ire. COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION ~ 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 c PERMIT. APPLICATION DATA SHEET ` OWNER: �V� l �,,\\ ��� .. ASSESSOR PARCEL NUMBER Proposed Building Use: A'7 Y J� ► Counter Technician: Date: , � V ✓ i Items required in order to apply for a permit. All boxes MUST be checked OR ma ed NA in order to apply. , 1.. Plot 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. f i ,-�5 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. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie own or foundation plans, all in duplicate. ❑ T. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. . (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ' ❑ 10. Letter of intent for non-residential buildings......................................................... i i ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form.................................:............................................. ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14 ees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ Statement of Intent for Non -heated and A/C Buildings ............. 16. Sanitation and plot plan approval from the Environmental Health Department in ��G / ❑ 17. City of Chico Plumbing permit......................................................................... ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... Worker's Compensation Carrier and Policy Number ..............:.............................. Owner -Builder Verification (❑ Given to owner, El Mailed to owner) ..................... ; k26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 36. ❑ Grant Deed, ❑ M.H. Title/State roof ts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: (� 'It When issued Telephone 4M- ' and hold for pickup. q, j I have been info ,feed of the abov items nd requirements for obtaining aGbuilding permit. Applicant: Date: / /0 /o 3 1. Index permit application for the above items numbered: �' Plan Check Letter 2. Additional items required tC_o_nt_ra_c_tk, designer, owner, was advised of the above data by Vphone, ❑ mail, ❑ counter, by Date: 5--9 -a ontractor, designer, owner, as advised of the above data by ❑ phone, ❑ mail, ❑ cou ter, bye. Date: Plans reviewed by: Date: S LTJ Plans approved by: Date: • 0 Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance �E.H�. USE ONL—Y Piot Plan Attschsd�— 3 — Floor PUn ATWcftqA saerl to S.D. B �IOyJ � /U�9 •vo �A _ . 02 i5 0 /L oe� ES i �zyc� �aC . 0'x'02 -3 �o -GAS Owner Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well Clearance for dwelling. Other _o /52o.-17- /00 R- C Hold final for: Final clearance O.K. for: NOTE: /1 Environmental Heal&tpecialist Date 8/96 ' • Date: al D� Butte County Building Department 7 Center Drive Oroville, CA 95965 To Whom It May. Concern: I give Eileen Broderick permission to file permits in my name for structures on my property. Please call if you have any questions. Thank you for your cooperation. Name: Address: Telephone: C Signature:, s 063� 0 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-75.4 � PERMIT N( (Rev. 12/56) APPLICATION AND PERMIT P� ASSESSOR PARCEL NUMBER()-;) /� /\ - Ua� Zot —5 BUILDING PERMIT OWNER ((S//(� � /��J (�.. �J C l �e1 " .lin SO. FT. OCC. BUILDING ALUATION 1032 . OWNERS NG A{D S l "�G 29 S� C)Jl >` r - TFI.FON�NF�. s CONSTRUCTION LENDER LENDERS MAILING ADDRESS V Fireplace ARCHrrECr OR ENGINEER ARCHITECT OR ENGINEERS MAILING ADDRESS BUILDING ADDRESS N LOT No. SUBDIVISIONS NAME USEOFSTRUCTURE SF O Duplex ❑ Mobilehome� Other SPECIFY TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Uii ' �InsWation ❑ Other ❑ Describe Work: , Total Valuation I$ Filing Fee $ Permit Fee ' $ Plan Checking Fee $ Energy Plan Checking Fee $ $ PERMIT FEE S PLUMBING PERMIT Each Trap Solar or heat pump water heater Water pi Each gas water fie vent Gas piping system 1 - 5 ou e Building sewer Mobile Home I S G I W PERMIT FEE 1 $ SRA $ SHERIFF $ OTHER $ S AMOUNT RECEIVED $ DATE RECEIVED.-�� 20,00 0. 7.00 23.00 15.00 15.00 15.00 15.00 g Fee 20.00 23.00 46.00 Ex. OCCu . OUT ET DR ELECTRICAL PERMIT . Main Service LESS zooA OORR LESS . \\ Main Service NEW CONST. OR AD 200A TO IOWA DwL•1 CC. LDS. . 8 ACC. BlD3. o FEE PAID NON•RESID. MULTI-OUTLET C .PERMIT $- ('R 9WRIF FT aG SRA $ SHERIFF $ OTHER $ S AMOUNT RECEIVED $ DATE RECEIVED.-�� 20,00 0. 7.00 23.00 15.00 15.00 15.00 15.00 g Fee 20.00 23.00 46.00 Ex. OCCu . OUT ET DR BZ 3 .w Ex. Occup. Flo )Ea 5.00 Temporary Service 3.00 Mobile Home Facilities 20.00 I PERMIT FEE $ MECHANICAL PERMIT FI'Ing Fee 20.00 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ °CC `` tjPE TOTAL E$ HAL I D. FEES I IMP • FLOOD I CDP I PARCEL I PD U This permit is hereby Issued under the applicable provisions of the Butte County Code andlor Resolutions to do work indicated above for which fees have been paid. By Date ( File No. VBUTTE COUNTY (For Action 1, 2, 3)c Works Dept. (For Information torDir. Rd. & Br. Mtce. Shop & Yards Bldg. Insp. Admin. I Design Engr. Bridge Engr. Constr. Engr. Surveys Mapping Tran sp. N Dev. g. /S.I. & Pcl. Maps its . I John Bachelleiie 2150 Forbestown Rd. Oroville, CA 95965 Dear Mr. Bachellerie: AIA... ..... AOU tre county LAND OF NATURAL WEALTH AND BEAUTY DEPARTMENT OF PUBLIC WORKS WILLIAM (Bill)'CHEFF, Director 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 Telephone: (916) 534-4541 RONALD D. McELROY Deputy Director January 2, 1986 RE: Permits and Inspections AP #72-31-25 With reference to the above subject, on September 25, 1985, you made an ap= plication to install mobilehome utilities on your property located at 2150 Forbestwon Road, and at that time you were advised a copy of a recorded Agricultural Acknowledgement Statement was required prior to issuing permit. Since permits and inspections are required by both State and County laws, please contact this office within fen -*.days of the. date !o•f 'th'is.:letter, sub- mit the required recorded Agricultural Acknowledgement Statement, make arrangements for inspections of the utilities, and apply for a Mobilehome Installation Permit. Should you have any questions concerning this matter, please contact this office. JFG:am cc, Building Inspector - Oroville Assessor Yours very truly, William Cheff Director of Public Works (ri.girnal signed by J.F. Glander Chief Building Inspector, j COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovllle. California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT NO. ASSES OR PARCEL NI.tM R /d� Z 1(=1G BUILDING PERMIT O�E ONE -SO. t FT. OCC. BUILDING VALUATION OW ER'S MAIL NG AD Ss 1 C N A TOR'S NAME V E PHONE t CONTRACTOR'S MAILING ADDRESS Fireplace CONS RUCTION LENDER e7 Ill It - UNKNOWN r C Total Valuation $ Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee ; ARC HIT CT OR ENGINEER L�CENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT R ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS n Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 �Q del Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP > Water piping 5.00 151 60 Each qas water heater or vent 5.00 ,Qp USE OF STRUCTU SF ❑ Duplex❑ Mobilehome❑ Other L- sP I Fv Gas piping system 1 - 5 outlets 5.00 S. Q Building sewer 5.00 Mobile Home S I G I W 0.00 ea TYPE OF WORK New Addition ❑ RemodelE] Utilities ❑ Installation[] Other ❑ Describe work:'- - 4-- _ -'- �- -`, t ;! - _`' Permit Fee $ 5 g, oir Contractor ELECTRICAL PERMIT Filing Fee 10.00 1 - - — - 00V OR Main service 100 AMP ORgLESS 10.00 10.0 Main service EA. ADD'L too AMP 2.50 , _ — CONTRACTORS LICENSE -LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 Of the BUSIneS$ and Professions Code and my license IS In full force and effect. License No. Classification 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 DCC '/z¢sgft OR AODNS. ACC. BLDG,. NEW CONSTR U I.OUI LET2.50 ea NON.RESID aRANC CIRC ITS POWER APPARATUS e) SINGLE OUTLET CIR. 0000 Ex, Occup OUTLETS OR FIXTURES eAL030 FIXED APPLNS. OR EX. OCCUp. OUTLETS (RESIO.) EA.) 2.00 Temporary service 10.00 ,Q, Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE i 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. XI shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation Permit Fee ; Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction; and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection'purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue again s ai Co in cons qu of the granting of this permit. X � Date 9 nature of Applicant — OwnerpSl 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 $ 191 01 It,— occup. I CONST.T7;71*6D PARC PO ND SSur This permit is hereby issued under sions of the Butte County Code and/or work Indicated above for which DIRECTOR OF PUBLIC By the applicable provi- resolutions to do fees have been paid. WORKS Date Receipt No.L�UQ WNITE•O.P.W., YELLOW-ASDESea R. PINR-INSPECTOR, GOLDENROD -APPLICANT' PERMIT EXPIRES Date 72-31-25 E - DEPARTMENT OF PUBLIC WORKS PERMIT NO. "�uti1. rovillei California 95965 - Telephone 916/534-4541• 'ergit��2787- ' L-LICATION AND PERMIT - . I ZONING ;,AS E REO— 5� ;UpppRT STRUCTUR TEL _OF.EaSQ. COMPACTION TEST REQ___--� —. ro i� � BUILDING PERMIT FT. OCC. BUILDING VALUATION CON AC OR•S AME TELEPHONE , CONTRA TOR'S MAILING ADDRESS Fireplace t. - -A CONSTRUCTION LENDER UNKNO Total Valuation $ Filing Fee $ LENDER'S MAILING ADDRESS Permit Fee $ ARC ECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty"'. " _ ` ' `" -' $ BUILDING ADDRESS �01 Permit fee $ 091 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 _ 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 ❑ Duplex❑ Mobilehome� Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S YG y 10 00e TYPE OF WORK New ❑ Addition ❑ R m el ❑ Utilities Installation❑ Other ❑ Describe work: / Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee e Main service too00VO;AWs Main service EA, D'L t o A 10.00 2.50 ii CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is In full force and effect. License No. Classification ;<.I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING oCC11.el` OR ACDNS, ( ACC. BLD -GS. / /20sgft NEWCONSTRMULTI-OUTLET 2.50 ea NON .RESID BRANCH CIRC ITS POWER APPARATUS e (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES eL030 2AL@ FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.1 EA.) 1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 S Misc. Wiring 15.00 Permit Fee $ , Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ 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 becomelsubject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become"subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. + MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply -to all County Ordinances and State Laws "relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and Sxpenses which may in any way accrue again sai oun in conseque granting of this permit. e� X Date J 2 ynature 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 $ o OCCUP, CONST.TTPC 1 11.L0eADJ PARCEL oD D ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date Receipt No. WNITC-D.P.W., TCLLOW-ASeCSSOR, PINK-INSPCCTOR, G0LDC0Jf100-APPLICANT i � 1 �I I ------------- PERMIT NO. PERMIT EXPIRES_T��/ OWNER JOHN BACHELLERIE CONTR. owner ASSESSOR PARCEL 72-31-25 LOCATION 2150 Forbestown rd, Oroville Temp. Powe• 1• _ _OFFICE COPY " Called (-•Address--- - i Temp. Elec. GAS Called I' ,Meter By Dat 1 ELECTRIC Meter By Dat I Temp. Gas SI Called PG&E JOB FINALED (Date) i i Signature r ' } J = OK O = Not OK = Not Applicable MOBILEHOMES * = Not Ready MISCELLANEOUS Date MOBIL OME UTILITIES (Plans) OK except k's ing Requirements—Setbacks—Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except p's 1. Zoning Requirements—Setbacks—.Easements Soi , Special MH Support—Sketch 2. Footings; Size—Depth—Spacing—Connectors 3elgawer; Location—Test—Fall-C/0—Concrete 3. Decks; Girders and/or Joists—Decking—Bracing—Stairs—Rails 4. W ter; Location—Test—Easement Needed (Sketch) 4. Wood Awn.; Posts—Beams—Rftrs.—Connec.—Shthg.—Rfg.—Bracing Electricity; Location-Clearances—Grnd.—/ / Amp—Concrete 5. Alum. Awn.; Columns—Connections—Splice—Decal—Enclosures 6. G , Location—Test—Wrap:/ /"L"ft./ /"Nat.or/ /"L"ft./ /"LPG 6. Carports; Windows—Doors Utility Clearance 7. Elec. Card -BI rAo Date —p Card -BI Date Card -BI Date Card -BI Date Card -BI MDate — Card -BI Date Card -BI Date Card -BI Date Date MIDBIHOME INSTALLATION (Plans) OK except k's Z ing Requirements—Setbacks—Easements Date POOLS (Plans) OK except N's 1. Setbacks—Easements Footings; Size—Spacing—Marriage Line 2. Soils; Compaction—Structure Stability as; MH Tgs4-6emand—Valve—Connector 3. Pool Structure; Steel—Connections—Thickness—Dead Men—Lining Electricity; MH Test—Crossovers—Breakers—Clearances 4. Elec.; Receptacles and Lighting; Distances—GFI . Drain�.MH Test—Fall—Flex Connector 5. Elec.; Pool Lighting; 15 volts—GFI g. er; MH Test—Regulator—Connector 6. Elec.; Enclosures; Conduit Entries—Terminals—Listed 7. Waser and Sewer Connected—C/0 to-Grade—HD Approval 7. Elec.; Bonding; Metal w/5'—Circulating Equipment—Heater fe's and Electricity Tagged f 8. Elec.; Grounding; Equip. w/5'—Circulating Equip.—Pool Lghtg. Boxes—Enclosures—Panel boards—Ins. to Main in Conduit 5 ' s; Insp.—Sketch 1 . Cert. of Occupancy ( 9. Health Department Approval S 10. Plumb; Cir. Test—Water Supply Test Card B -I Dat r Card -BI Date 'Card -BI Date Card -BI Date Card B -I Date Card -BI Date 11 jCard-BI Date Card -BI Date = OK = Not OK = Not applicable = Not Ready RESIDENTIAL (Single and Duplex) Date UNDERFLOOR Plans OK exce t#'s Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings 2. Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 49. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 3. Ftg., Garage; Soils -Steel- / /" Ftg. Depth 50. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4. Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 51. 52. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing -Veneer 6. Stemwalls, Garage; Steel -B lockouts -Wrapped -S lab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 7. Piers -Fireplace Ftg.-Steel 8. D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 54. 55. Glazing Area -Glass Protection -Skylights -Plastic Shear Walls; Nailing -Bolts 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test -Anchors -Regulator -Service Test 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. Card -BI 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Date Card -BI Date Card -BI Card -BI Card -BI Date Date Card -BI Date Date Card -BI Date Date Card -BI Date FINAL (Plans) OK except q's Card -BI Date Card -BI Date Date PLUMBING (Permit) OK except p's 14. Water Ht.; Vent -Access -Combustion Air 15. Water Pipe; Test & Anchors -Nail Protection 56. 57. 58. Ext. Steps -Door & Sidelight Protection -Landings Smoke Detector Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 16. D.W.V.; Test-Fttngs & Anchors -Nail Protection 59. Bedroom Exiting 17. Shower Pan; Test, First Floor -Tub Access 60. 61. G.F.I. & Bath Fixtures & Tub Access Elec. Trim & Subpanel; Breaker Sizes -Labels 18. Test Tub & Shower, 2nd Floor -Tub Access 19. Gas Pipe; Size & Anchors 62. Stairs & Rails 63. Fireplace or Stove; Clearances -Hearth Card -BI Date Card -BI Date 64. 65. Elec. Outlets at Wood Panel; Int. & Ext. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date 66. Elec. Outlets & Receptacles at Kit. Counter Date ELECTRICAL Permit OK except p's 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper 20. Fixture & Transformer Clearance -Ins. Protection 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 21. 22. Elec. Receptacles Spacing -Lights &Switches at Doors Size Boxes & No. of Conductors -Stapled 70. Plb., Elec. & Mech. Equip. Listed for Location 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 23. Romex Installed Close to Edge of Studs & C.J. 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 72• Insulation -Foam -Looked in Attic E3 Yes 25. 2 Appliance Circuits in Kitchen & Conductor Size 73. Guard Rails & Deck Construction -Post Caps 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 74. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or At, Insulated Neutral []Yes El No 75. Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑Yes ❑No 28. Service -Riser Conductors & Ground -Main Disconnect 76. Stucco; Brown -Finish 29. Equip. Clearances; Panels-Motors-Mech. Equip. 77. A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 30. Clothes Closet Light -Shower Light 78. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. 79. Water Well; Disconnect, Electrical, Plumbing 80. Exterior Elec. Trim; G.F.I. Receptacle -Underground Card B I Date Card -BI Date 81. 82. Ventilation throughout House Glass Protection Card B -I Date Card -BI Date Date MECHANICAL (Permit) OK except q's 31. A.C. Ducts; Insulation & Support 83. Corrections from Previous Inspections 84. Gas Test -Meters Tagged; Gas -Electric 85. Water & Sewer Connected -C/O to Grade -HD Approval 32. Vent Fan; Exhaust above Insulation 86. Energy Compliance Certificate -Other Certificates 33. Condensate Drain & Overflow; Size & Grade 34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date FRAMING Plans OK except q's Card -BI Date Card -BI Date Comments at Final: 36. Sills; Proper Material & Anchors 37. Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound 38.Bearing Walls over Girders & Floor Nailing 39. Draft Stop in Walls (rat proof) 40. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 41. Header & Beam -Size & Bearing 42. 43. 44. Hangers -Post Caps -Anchors -Connectors Cing. Joist-Rftr. Ties -Purl in -Roof Brac.-Truss-Shthng.-Rfn_g_._ _ Fireplace Ties or Type A Flue -Fireplace Throat 45. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 46. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 47. Garage Fire Protection Framing (NOTE: An entry must be made each time you visit jobsite) -MOBILEHOME INSTALLATION ACCEPTANCE COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS - 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA - 5344541 '^7� PERMITt N0. 3 u Address or location of mobi lehome v( %-�y rO Y bp -&-t � b h T d Owner's name Owner's addre . Insignia or hud number OK (1 9 2 5 i7 ©R -4_I 2 S r Manufacturer's name\vql Serial number of V_..I.,N,. 9 t q rt Year of manufacture I rovihq Installat (Date) IF THE MOBILEHOME IS MOVED OR RELOCATED, THE MOBILEHOME INSTALLATION ACCEPTANCE SHALL BECOME INVALID. THIS FORM SHALL NOT BE USED WHEN THE MOBILEHOME IS INSTALLED ON A FOUNDATION SYSTEM. h - 513B White - Owner, Yellow - Installer, Pink - D.P.W. COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751. 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise— Phone: 872-2961, Ext. 57 CORRECTION NOTICE A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Date W COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - _ 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT O. -- ASSES OR PARCEL NUMBER ZOrTING ,! S N ' BUILDING PERMIT OWNOWNE TELEPHONE HONE - a SQ. FT. OCC. BUILDING VALUATION 15WNIER'S MAILING A DRE S r c ©w - CO RAC TO R'•S^NA W 116 I TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CO S7 RUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARC ITECT OR ENGINEER ®M e- LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS L Permit fee $ 00 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Q� ©it^p r _ Solar or heat pump water heater 20.00 LOT NO. 5 BDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex[] MobilehomeOther SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home Is G W 10.00ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installations Other ❑ Describe work: _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Buslnes$ and Professions Code and my license is in full force and effect. License No. Classification 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.& CC, BLOGS. , � A /z¢sgft New CONSTR.ULTI OUTLET NON-RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS &) SINGLE OUTLET CIR, Ex. Occu 20050e Occup(OUTLETS OR FIXTURES eALO 30 FIXED APP LNS. OR EX. Occup. OUTLETS (RESID.) EA.7 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ 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. 501 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 Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities judgments, costs, and expenses which may in any way accrue agains ai un onsequence of h granting of this per X Date (� �6 i arure of Applicant — Owner Contractor E] AgentID/ n 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 $ Q OCCuP, CONST.TYPEJ IFL0001PARCELI PO I NO Is u This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTO OF PUBLIC BY PER EXPIRES Date e the applicable provi- resolutions to do fees have been paid. WORKS Date R Receipt No. I WNI T!-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT • COUNTY OF BUTTE -DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/534-4541 PERMIT APPLICATION DATA"SHEET -� 1 l [� /lP j Permit No. G C' l? OWNER -- t /O h ✓! Ar i Cl _ A. P. No. - c3� r%i_ Proposed Building Use _ Permit Fee Based Upon: Complete Contract Price DPW Valuation Other (Explain) // Building Inspector ') Date1147A_61 At time of permit application, I was advised the following data must be submitted prior,to permit processing and:/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. . . . . . . . . .. . . 2.,. Plot plans in duplicate./triplicate. . . . . . . . . . . 3. Complete plans in duplicate./triplicate. . . . . . . . . 4. Complete engineered plans and calcs. . . . . . . . . . 5. Plans with Energy Design Compliance Statement. . . . . . 6. State Energy Forms No. 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ , , , , , , , , 9. Letter of signature authorization. . . . . . . . . 10. ,Sanitation approval from Health Dept. 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner[], Mail to owner ❑ ) 15 improvements may be required. ....• • . obi lehome Installation Data. . . . . . . . . 17. Pre -Inspection for •Pre-Inspec. request to Required. Building Inspector (Dote) 18. Recorded copy of Agricultural Acknowledgment Statement. 19. Other DRIVEWAY PERMIT A (CONSTRUCTION APPROVAL REQUIRED PRIOR TO OCCUPANCY When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone .0554 _066 2 and hold for pickup at office. Deliver w. /inspector. r)thar copy of plans sent Health Dept., Fire Dept., Other Date During the plan checking process, the following data must be submitted prior to permit issuance. (For required items not checked.above at time of application, circle item.) 1. Index permit for above Items No. 2. Additional items required: (Contractor, Designer ' caner was advised of above required data byTele hone PI Mail ��// Other By "Date '�T"-oZ346 PInnS r.hpnkari by Copy—DPW u COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville California 95965 - Telephone 916/534-4541 APPLICATION A4 D PERMIT PERMIT N .� ASSE S� Py�CELaSER ;,1 <fIq ZONE 5+ BUILDING PERMIT owN • d1lo r TELEPHONE SQ. FT. OCC. BUILDING VALUATION OW ER 'S MA LI G AD RESS l CON AC OR'S AME TELEPHONE CONTRA TOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNO Total Valuation $ Filing Fee $ Uwe" -- LENDER'S MAILING ADDRESS Permit Fee $ ARCHr�T ECT OR ENGINEER LICENSE NO. Plan Checking Fee $ eoo Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS�O f ,oap1 Permlt fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 neig o 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❑ MobilehomeX Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G10.00ea TYPE OF WORK New❑ AdditionF]Remodel❑ Utilities Installation❑ Other ❑ Describe work: (,�`) Sm A)U) Permit Fee $ Contractor ELECTRICAL PERMIT Fi I ing Fee 10.00 Main service �oov,oR LE a Main service EA, G-' Ll 111&0 A 10.00 2.50 _ CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): F -1I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification 1, as the owner, or my employees with wages as their sole compen- X 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.S, New CONSTR.(AMULTI-OUTLET /:2sgft NON.RESID BRANCH CIRCUITS 2,50 ea POWER APPARATUS e (SINGLE OUTLET CIR. Ex. Occup( OR FIXTURES 20030t eAL03o FIXED APPLNS. OR Ex. Occup. OUTLETS IRESID.) EA.) 1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 LS Misc. IYirin 15.00 g Permit Fee $ , 0(11 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 to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and xpenses which may in any way accrue Zsaioun in conseque grantingagainof this permit. X Date 2� gnature of Applicant — OWnerK 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 $ L occu P. CONST.TYPC I I F'Lv.l PARCEL PD D IS9UE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for whic DIRE R 0 P LIC BY 4 v PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date��� Receipt No. WHITE-D.P.W., YELLOW-ASSE330R, PINK -INSPECTOR, GOLDENROD -APPLICANT _ COUNTY OF BUTTE DEPARTMNT•OtFPUBLIC WORKS -BUILDING DIVISION --` - 7 COUNTY CENTER DRIVE - OROVILLE,_,, 4L1FRRNIA 95965 - TELEPHONE: 916/534-4541 PERMIT APPLICATION DATA SHEET AC'Permit No.!�OWNERLTO 4 0 CLC�'(e ► CI A. P. No' 1� Proposed Building Use 1U a c Permit Fee Based Upon: Complete Contract Price DPW Valuation �tlerZ(plain) Building Inspector !,ti. Date-- At ate At time of permit application, I was advised the following data must -be submitted prior to permit -'processing and/or issuance: p l �-IJDATE RECEIVED APPROVED 1. All items have been submitted. 2.. Plotl'plans in duplicate/triplicate. . . . . . . ' I 3. Complete plans in duplicate/triplicate. . . . . . . . . 4. Complete engineered plans and calcs. . . . . . . . . -" 5. Plans with,' Energy Design Compliance Statement. _..^. 6. CUSD "Fees Paid" Stamp.on-Floor,Plan —. 7 Statement of^ IT n ent for Non-Hcated and AC Buildings. .. R. Fees of $, . . . . . . _ Lettter of signature authorization. �• —'— • — Sanitat�appr-oval-.f-r-om—�'YU0 11cd Health Dept. 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner❑, Mail to ownerEl) 15. Improvements may be required. . . . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . . . .Pre-Insp *7. Pre -Ins eetion for Re uired.•Buildingen request top q Building Inspector Recor d copy of Agricultural Acknowledgment Stat ment . . . Other r l t/e wo e r m'j `f" Cons Q U veq 116,wq0 eoc.c a 614,nc V Wh you issue the � t, r cess as follows: Mail owner. _ Telephone 5 "c��3� and hold for pickup at �� office. Other Appl ica Mail to contractor. _Deliver w/inspector. Copy of plans sent Health Dept., --Fire Dert., Other Date 5/25/9. During the plan checking process, the following data must be submitted prior to permit issuance; (For required items not checked above at time of application, circle item.) 1. Index permit for above Items No. 2. Additional items required: (Contractor, Designer, Owner) was advised of above required data by Telephone By Mail Other Date Plans checked by ��� Date Plans approved by Date 91-1136-- eKE Other Copy—DPW To: Building Department From: 'i�nvironmental Health Sub'ect:Sanitation C ea40 r e Owner Location AP# Plan Approved for: Sewage disposal water supply Hold final for: water supply Final clearance O.K. for: water supply Clearance for bedroom mobile home. Other NOTs 70 / Tanitarian Date OWNER COUNTY OF BUTTE - DEPARTMENT -OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - 'OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/534-4541 i PERMIT'APPLICATION DATA SHEET Permit No. L�O•LY�� G7 ( C't' i� C A. P. No. ./ —'s/_ r%.S Proposed Building Use. Per mit Fee Based Upon Complete Contract Price er( Aplain) DPW Valuation At time of permit application, I was',advised the following data must be submitted prior to permit processing and/or issuance: 1. All items have een submitted. . 2. Plot plans in duplicate/triplicate. 3. Complete plans in duplicate/triplicate. 4. Complete engineered plans and calcs. 5. Plans with Energy Design.Compliance Statement. • 6. CUSD "Fees Paid ' Stamp on Floor Plan. , .7. Statement'of Intent for Non -Heated and AC Buildings. �, \ 8. Fees of $ 1 , Letter of signature authorization. _ V 10. Sanitation approval from OV0U/ 'Health Dept. 11. Planning approval for (A) Use: '~ (B) Parking: 12. Certificate of Workmen's Compensation Insurance. 13•. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner❑, Mail to owner❑. ti 15. Improvements may be required: Contact,Land Dev. Sec. of D.P.W. (see\addres's below). 16. Mobi lehome Installation Data. t ', 17. Pre -inspection for required. 8.Record d copy of Agricultural Acknowledgment .Stat ment :,' ) 4,.— 19. Other -r ve 6 Ge u 190 /1(2 Whe you issue the De t, process as follows: Mail owner. Mail to contractor. Telephone and hold for pickup at, office. Deliver w/inspector. Other a �w - Applicant 1 4 GENERAL I FORMATION BUILDING DEPARTMENT OFFICES - HEALTH DEFARTMENT,OFFICES Chico. . . . 196 Memorial Way Chico. .°. 196 Memorial Way w ' Phone: 891-2751 * Phone: 891-2727 - Hours: :00 a.m. - 10:00 a.m. Hours: 8;00 a.m. - 9:30 a.m. 0 Oroville 7 County Center Drive Oroville 7 County Center Drive Phone: 534-4541 Phone: 534-4281 1 Hours: 8:00 a.m. - 5:00 p.m. Hours: 8:00 a.m. - 9:30 a.m. ' Paradise. . . 7.47•Elliott Road Paradise. ., 747 Elliott Road - `"'°;r Phone: 87212961• Ext. 57 Phone: 872-2961, Ext. 58, ' Hours: 8:00 a.m. - 10:00 a.m. 1 Hours: 8:00 a.m. - 9:30 a.m. PLANNING DEPARTMENT – 7County Center Drive, Ordvi•Ile – Phone: 916/534-4601 CALIFORNIA ENERGY COMMISSION–•1516 -'9th Street,:Sacramento – Phone: 916/324,3000 LAND DEVELOPMENT SECTION DEPARTMENT PUBLIC WORKS – 7 County Center Drive, Oroville – Phone: 916/534-4339 Original—Applicant r� I 4 AP # OWNER 1Jc`� CJ'12. ee l e PERMIT lk oI rI MH UTIL.CLEARANCE DATE INSPECTOR ELECTRIC GAS Support Struc. Compaction Test Re . lervice Other �--P Pipe YES NO YES NO iize Load -Type Size Length 3�A IAV644 s 'D -&A to et.urn io' DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT RFG0I1UEO IM OFFICIAL FiECoRGS FOR •RESIDENTI,AL.'DEVELOPMENT • OF' BUTTE COUNTY, CALIFORNIA AT THE REQUEST OF ection 26-8.1 of the Butte County Code xequiies this acknowledgement- PAFfT( SHOWN e recorded prior -to issuance of a building permit. 86— 423 1986 JAN -6 PM 4: 12 The property described herein is adjacent to land or included ithin an area zoned for agricultural purposes, and residents of this ELEANOtZ M,BECKER roperty may be subject to inconveniences or discomfort arising from CLERK -RECORDER FEE 17 he use of agricultural chemicals, including, but not limited to herbicides, pesticides, nd fertilizers; and from the pursuit of agricultural operations including, but not, limited o cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, Pages moke, noise, and odor. Butte County has established.agricultural zones which have as a riority use for productive agricultural purposes, and residents within said zones and on djacent property should be prepared to accept such inconvenience or d1sconform from. normal, acessary farm operations. All that real property situate in the County of Butte, State of California, described s follows: All th:t certain real proptrty situate in the County of Butte, State . of California, ddscribed as follows: A. portion of the South half of the South half of -the Southeast quarter of Section 13, Township 19 North; Range 5 East, Mount Diablo Base and -- Meridian described as follows: Commencing at the South quarter corner of said Section 13, Township -19 .North, Range 5 En st; thence along the South boundary of the Southeast, ,quarter of said Section 13., North 890 23" 28"East, 375.23 feet to a. .:.point on the Southeasterly boundary line of a parcel of land as described in Deed to the State of California, recorded March 17, 1966 in Book 141.8 of autte .County Official Records, at page 648. Said point also being the' trt..ie point of beginning for the parcel of land herein describeb, th cnc e from said true point of beginning North 58023115 '1 East, along the Southeasterly boundary line of said State pare&l 541.00 feet to a ate $tate o Ca_i_fornia Department of W� TY s0 1Ses survey -monument marked Ae .01 tate of C h o/1n1,iQ ) On this the / day of f!'/D1/ea1iM 19_ffj , before n ) SS. ine,'the undersigned Notary Public, personally appeared'. ounty of .rw t2? i A1,avc u h.. OACAJ!/%Rle .it-�-rAA1oP. AAellel'oe Ll Personally. known to me. V Proved to me on the basis. of satisfactory evidence. to be the person(s) whose name(s) '•TORP subscribed to the within instrument and acknowledged that * executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. t• Notary Public �. �j®ao�coo�5aa®atd®raa��®��®ao� resent•A.P. No. o , t `' RICHARD FEUERSTEIN v to NOTARY PUBLIC'CALIFORNIA t� O 3i Butto County a i m • ® My Commission Expires Jan. 24, 7399 '0 • �a>s®a•®�mmoo�o®�IooQ®nr�msa� "FFR -76", thence North 27042' 27"•Ea6t• along the Southeasterly boundary iine bof said .State parcel 110.00 fejt;-thence leaving said State parcel South 62° 17' 33"East, 111.35 feet.; thence North 89° 23"28// East 600.59 feet; thence South 60°57'16"West9 322.18 feet to a point on the South- erly boundary line of said Section 13; thence South 89023' 28" blest along the Southerly boundary line of said Section 13, 1,205.70 feet to the true point of beginn-i.ng. Together with a right of way 60 feet in width over an existing road for road and utility purposes extending Northerly and Westerly from the Northerly boundary of the above described parcel to a point on the Easterly boundpry.,line of the Lorville Forbestown Highway. � , -. ; ��� � 3 � Frr - F �' ,.,.$ �"; �' `�1 �,r��t ?� st t-1` � ykiJ �'3e�'X.._ Y'�,y� �'<y-r..fr�'� �}� �. t� _t� 1 rr y, tf'/• r �'rr t.. •c_�. '� Yi : rc.•..r�,.,.t� >„L }wy.tt v. r`'t -` a It i� .ad, 'n. 'S'; �`e.rx� a•� ,�f t��, '.. ±t. :a?�i �its�r i��'a'�15• .: : 5.,: _ ,� � . i^ �t �'vitar > i rti ��<X!Ys(.ri.hc."iY}!�t''�tg r.. �'.y �.��r `�,: i� r •• [,T ; �� � � � .ii.� y`•i rF -� FSS ��+ `r .F �'t l L this set of plans and specitications MU51 It cept on the job at all times and it is unlawful is make any c anges or Iterations on same without written permisson frorr the Department of Public Works, -County of BUM). NOTE:—All Materials & Workmanship Shall Be in Accordance with Recognized Good , Practices and of a duality prescr be. for t!,e Specified use in the - Uniform EMiding, I'i r;,' ing €x Mechanical Codes and the National Electrical ode_ J ` - A permit will a required for the I installaticn of the mobilehome. Utility corinections shall be within 4 ft. oft e mobilehome, either direIth hind or within the rear a f oroadside (left) of the rQ,)bileh "Me. 8D, PROR05ev GAAhet seivack o 5 ft. fromthe t property lin s and a setback of50ft.frorT the road , centerlines II be clear of structures or equipment except . for a 2 ft. ea e overhang. BUTTE CC UNTY J BUILDING DEPARTMEN'l APPROVFA ./� 500 SC T. AlN1jVIUM EOR MOB . 5 � n� rfl'� . (J14)�SeU-0 r,3:2 JOHAI NAAXY 8Act)CLI CR/C 2150 r0A BC S 700 IN R a ORO Vs<« CA 9.5,� 66 2.31- 2 5 i /, BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA PHONE: 534-4541 41, 1. Owner's Name: 2. Installer's Name: MOBILEHOME INSTALLATION SHEET So, 3. Is the site currently under permit? Yes No FI _ (If yes, furnish permit number J — �,( ) OR Is the site an existing site? Yes No F-1 (If yes, furnish two plot plans.) 4. Will the mobilehome be located at least 5 ft. away from septic. tank and leach fields and clear of all setbacks and easements? Yes 1 No (If no, clarify 5. What is the mobilehome electrical rating? --------------- /VV Amps 6. What is the mobilehome site service rating? -- ----------- Amps 7. What is the mobilehome site circuit breaker rating? ----- /no Amps 8. Is there any other electric load to be served by the 1 mobilehome site service? -------------=------------------ F] Yes® No (If yes, identify the load and size: (Load) 0 _ (A,_ s 9. What is the mobilehome site'gas pipe size? --------------/ n, 10. What is ? F-1 the t service. YPe of as g ------v -------- -- --- Na r al LPG 11. What is the gas pipe length from meter or tank to the mobilehome? ----------------------------------- -------- (ft.) * 12. What is the mobilehome gas demand? ---------------------- (BTU *(This information not required if pipe length less than 6 AVO natural gas or less than 50 ft. an LPG.) T, _ -" BUTTE COUNTY BUILDING DEPARTMENT APPROVED MOBILEHOME SUPPORT DATA � �" X. If..other than single wide Mobilehome Mfr.1t `� furnish Setup Model No. 66 3VP Yearlq %,? Width_(ft.) Box Length (ft.) Tagalong or Expando Size ft. x ft. On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets (if not on file with the County of Butte). FOOTINGS (check one)a 1. Wood -pressure treated or foundation grade. ❑ 2. Other (specify) SUPPORTS (check one) RI__ Concrete block. F]2. Other (specify) Pier Footing Sizes and Locations SINGLE -WIDE Line 1 Piers: Size-Min------------- Spacing-Max - -----------Spacing-Max. --------- „ From Ends -Max .-------` Line 2 Piers: Size-Min.------------ Spacing-Max ---------- From Ends -Max .------- Line 3 Roof Loads: Size -Min ----------- Location (From Front) Line 1 Openings: Size -Min. ------------------ „x „ Each Side of Openings With Width Over --------- Line 3 Piers: (Under Bearing Wall Only) Size -Min .------------------ Spacing -Max._______________ From Ends -Max .------------- e v riers: Size -Min .------------ Spacing -Max.--------- From Ends -Max .------- Line 5 Roof loads: Size -Min .------------ location (From Front) e 5 Piers: (Under Bearing Walls Only) Size -Min .------------------ Spacing -Max.------'--------- ,_ o From Ends -Max -------------- 7 , -� i, , T r�. CLAIMANT: ADDRESS: emwta at jr3t OF O+ OVILtE, CALIFORNIA GENERAL CLAIM John & Nancy Bachellerie 2150 Forbestown Rd. CITY & STATE: Oroville,- CA 95966 IMPORTANT: August 21, 1986 SEE INSTRUCTIONS DATE OF CLAIM: g ON REVERSE SIDE SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT Owner has decided not .to do work. (Bldg Permit Appin. #2456-85B,P,E Receipt #47557 dated 8/23/85, A.P. #72-31-25). Building permit fees paid ----------------------- $130.75 Retain filing fee --------------------- $10.00 Retain plan checking fee-------------- $40.25 Amount retained-----------------=--------------- L50.25 Refund due ----- ------------------------------------------- $80.50 Plumbing permit fees paid-----------------------$ 38.00 etain i ing fee-------------- --- -------------- Refund due --------- L --------- ---------------------------- $ 28.00 Electrical permit fees paid --------------------- $ 49.30 Retain tiling tee------------------------------- Refund due ------------ =----------------------------------- $39.30 TOTAL REFUND DUE -------------------- ---------------------- $147.80 $147.50 TOTAL $147. 0 I, the undersigned, declare under penalty of perjury that the services or articles claimed eve been performed or delivered, and that this claim is true and corrrreect as stated. / �') Dated this ...... .5 ::...... ...... day o[ ...C:.C� r........ 19.12 a� �.v..... .r.. Calif. Sigr>Qiure of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above have ee performed or de- livered and that there is a Budget Appropriation a or Specific Board Approval F__1 (Checkone) for the e. Dated this .............21St.......,... day of .... AHM§U ....... 19..86 at ..Orov„ille Calif. ............... . ... ............... ................. ...................... D rtment Heed or Authorized ty Dept. Exp. Code.......................:.................... Code ................................................PAYABLE FROM............................................................................................ FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive r Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT NO. ASSES OR PARCEL NYM ER Z I _G C BUILDING PERMIT oE ) r TELEPHON ( - SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING AD © ' CON RACTOR'S NAMEE lC— Y 7 I/ PHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONS RUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee Ener Plan Checking 9Y g Fee $ ARCHITECT R ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 621ao kill Ir Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2,00 , �Q /lo 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 LOO USE OF STRUCTU SF ❑ Duplex❑ Mobilehome❑ Other SPECI FY Gas piping system 1 - 5 outlets 5.00 S� Q Building sewer 5.0010 Mobile Home S G W 0.00 ea TYPE OF WORK New X Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: Permit Fee $ r Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service ,00 AMP OR1 OR LESS10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): El am licensed under provisions of Chapt. 9, Div. 3 of the BuslneSS and Professions Code and my license is in full force and effect. License No. Classification !I%�{ I, as the owner, or my employees with wages as their Sole compen- sation, will do the work,and the structure Is not intended or offered for sale. (Sec. 7044) ❑ 1,a th(Sece owner, am exclusively contracting with licensed contract- 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason OR ADDNST C 0 ELLINGC. OCC 1/4sgft NEW CONSTRULTI.OUTLET 2.50 ea NON•RESID BRANCH CIRC ITS POWER APPARATUS S1 SINGLE OUTLET CIR. Ex. Occu 20 a s0e Occup(OUTLETS OR FIXTURES eAL030 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID,) EA.1 2.00 Temporary service 10.00 ,Q Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ If V 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. XI shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g 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. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue agains ai Co in cons qu of the granting of this permit. X � Date Z. / 98 nature of Applicant — Owner)Z Contractor ❑ Agent An OSHA permit is required for exc/'av'ations 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 OCCu P, CONST.TYPE D PARC PO No SSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC BY PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date Receipt NO. WHITE-O.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLOENROO-APPLICANT t COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE �OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/534-4541 PERMIT APPLICATION DATA SHEET OWNER Proposed Building Use. Permit Fee Based Upon ze Permit No. ANe q &e!116- ✓'i A. P. No. %/� � -J/' c9,S Complete Contract Price DPW Valuation Building Inspector Kz���� Uate x At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: ° DATE RECEIVED APPROVED t 1. All items, have been submitted. . . . . . . . . . . . 2.., Plot plans in duplicate/triplicate. . . . . : . . . . . 3. Complete plans in duplicate/triplicate. . . . . . 4. Complete engineered plans and calcs. . . . . . . . . 5. Plans with Energy Design Compliance Statement. . . . . . 6. CUSD "Fees Paid'' Stamp on Floor Plan . . . . . . . . 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . . . . . Letter of signature authorizati n. Sanitation approval from Health Dept. oZ- 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner❑, Mail to owner ❑ ) 15. Improvements may be required. . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . . . . Pre-Inspec. request to 3 17. Pre -Inspection for Required. Building Inspector (Date) 18. Recorded copy f Agricultural Acknowle ment St to nt . - 19. ther jinp w)&t_ -a x 2E When you issue the permit, process as follows: —Mail Aowner. Mail to contractor. Telephone j9%-2' 043 9 and hold for pickup at r0 office. Deliver w/inspector. Other Applicant -'?1,7 3 A Copy of plans sent Health4Dept., Fire De.p ., Other Date During the plan checking process, the following data must be submitted prior to permit issuance: (For required items not checked above at time of application, circle item:)-, 1. Index permit for above Items No. �� A 2. Additional items required: (Contractor, Designer, wner as advised of above required data by_T lephone Mail Other By Date J `3!D:: .� Plans checked by Date P -- Plans approved by Date Other Copy—DPW building Ix-prirtment Frori: Ili::Il th i t S;1111tation Clcararv-*t'-' F1 an Apprnued for: Hold Fivia! for: Y -c-O.K. for: i nal cleziranc Sewage Di"To"'."ll Cl earan-e for b-:!drcc)-. or other Water Suj?f)Iy Vlater sllpply� Water Surp"lY Da t m, COUNTY OF'BUTT� - Department of Public Works 7 County Center Drive, Orovill.e, CA 95965 Phone: 916-534-4541 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) IY& S . 2. I (have/have not) y}} V signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: Property OwnerAumber Social•Secur' y Date ,g NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must .be completed and returned to our office before we are per- mitted to issue the permit. %, 4 i . ELECTRICAL, MECHANICAL, AND PLUMBING i "CONSTRUCTION ( NOT PLAN CHECKED ) SHALLCOMPLY WITH CURRENT EDITION OF NEC, UEC AND UPC. Sse the attached I® Pages 00.51' REVIEWED BY BUTTE CO. FIRE DEPT. CAUR DEPT. of FORESTRY \ 0 approved as submitted approved With conditions \ f atted � Beet. W EXISTING R3� o N SEPTIC TANK MOBILE 24 x 66 Signature _ Date® PLAN DIVISION - BUILDING PLAN APPROVAL N Use: Date: - d - Parking: dscaping: Other. Signature: 51 LEACH FIELD • `t O' N E W BUILDING ALL STRUCTURES AND EQUIPMENT INCLUDII 25 x 32 OVERHANGS SHALL BE CLEAR OF ALL EASEMENT& 55 " A SET SACK OF . 30 FT. FROM THE SIDE AND 30 FTFROM THE REAR PROPERTY LINES AND 5 0'L" FROM THE ROAD CENTERLINE SHALL BE CLEA I OF STRUCTURES AND EQUIPMENT EXCEL% COR A 2 FT EAVE OVERHAN(4L AP# 072-310-025 ca 11/3 m� RESIDENCE OF, NANCY AND JOHN BACHELLERIE 8U' E C®UN '_ 2150 FORBESTOWN ROAD i BUILDING DEPARTM�OROVILLE, CA 95966 I P P R 0 V F LOCATION AND PLACEMENT OF WORKSHOP BUILDING MODLE P25-13 ®I i C 4e LEACH FIELD 50 Butte county 'cnvtronrnental Health ` ate AP RE NA Signature �"`� 21, OR LO BU ,1•r.: .' ti SIDEWALL ELEVATION r N.T.S. z 8 �o i d s N FOUNDATION PLAN N.T.S. GENERAL NOTES I. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM WITH THE REOUIREMENTS DF THE UNIFORM BUILDING CODE Y z,. NO LOADS OTHER THAN THOSE GIVEN UNDER"DESIGN ,�� DATA' SHALL BELOW BE JMPOSEt1 W THE , gTRt1LT J1ft v' 4-.�r1► 3: THE FOUNDATION ON THE DRAWING 1S A , SUGGESTED �r . SOLUTION ONLY. CHANGES MAY K NECEISSARY ME TO ✓ LOCAL BUILDING REGULATIONS. 4. THE FOUNDATION SHALL BE FQUNKD ON NATURAL ' UNDISTURBED SOIL CAPABLE Or SAFELY, SUSTAINW6 2000 PSF. AND AT LEAST 12 IN. BELOW FININStED GRADE. r- 5• SLAB ON GRADE SHALL DE PLACED OW SOIL CAPABLE OF SUSTAINING 500 PSF. WITHOUT APPROMATE SETTLEMENT.~'. 6. BUILDING MUST BE GROUTED INTO TROUGH INSIDE AND OUT TO MAINTAIN STRUCTURAL. INTEGRITY .uj f 7. CROSS TIES MUST ME INCASED IN CONCRETE " e ...,^'c _ CONCRETE SLAB IN NOT USED. 8. VERIFY ALL DIMENSIONS WITH MANUFACTt1R'ER •BEFORE - CONSTRUCTIpN i.S CU ,N 9. DRAWINGS ARE F(* PERMIT M&Y DIMENSIONi s ARE NOT FOR CONSTRUCTION ~ CIS 10. Ri`PCit To COMWYOR MAWAL FOR eXAGT MWGFtOR }7- BOLT LOCATi4N. ARCH DATA qt I .„ 16. z 4 (/I Cp FRONTWALL ELEVATION N+T.S. -'1 1/2' OVT TO OUT OF 'STEM NRC.HCScc o J, C) T i 1y N C d t DESIGN DATA 3 j STEEL SO KS 2MIN. YIELD GALVALUME SHEET STEEL LIVE LOAD 41 PSF n WIND LOADt 143 MPH I7(P.G n SEISNti(r ZCt� � 1.111 fill 1111 1 1111111 11111111 111.1 1111 .n MATERIALS 1. CONCRETE STRENGTH AT 29 DAYS TO BE 2500 PSI.. 2• REINFORCING STEEL TO BE DEFORMED BARS. iC GRADE 60. 3. ALL MATERIALS SHALL CONFORM TO THE R E A R W A L L ELEVATION APPM"IATE ASTM SPECIFICATIONS. ML71 K8 U 304 SSCF ' 1 /2-3-3/4 bolts moy be N.T.S. substitutes! for 1/2" diom4ter anchor bdts:shown on pions. S"or products may be substituted N they *0 withstand 2130/ in tension and 2220f in sheor in 3000 psi concrete. 26-0 1/2' OUT TO OUT OF FOUNDATION VITH SLAB WITHOUT SLAB 2 NO. 4 BARS CONT. 71/2' .. ,n.. _ 1 1/2'OX12' A.B. -: I/2'*X12' A.B. WELDED PLATE CONNECTOR.4-NO. 4 BARS CONT. WELDED PLATE CONNECTOR . O _ _. w.. ,,-�•,:.. 46 T IE BARS P8' 0' O.C. N 6x6 6/6 W.W.F.10 4' CRUSHED STOW NO. 3 !18' D.C. YP. 4' CLEAN GRANULAR FILL 16' _ 16, _ SECTION A -A N.T.S. 31'-6 I/2' OUT TO OUT OF FOUNDATION WITH SLAB WITHOUT SLAB " 16' Sia'4 NO. 4 BARS CONT. 248, M6 TIE BARS !8'-0' OC • >t6 TIE BARS -0' .C. ,:.r.��..........r ;� 7 x x / / / 'I . _ �• / st�Ret Ms ' . ' i r t <i f ) ` Y OD 60 00 NO. 3 e16' O•C'. TYP. K. SECTION B -B 3; : M1•� _ �, �w. �f .r. �'V ,AY.�i..j���. N.-T.S. .. i.y •t,1 ;Y•T..i::1 A.r e��.��bFjA - _ .. y+• _ �- '7 `�"�k` x , Jf,. .f. • •� �''F��� -'•kms �i �C r'h�'.. �:••`S' :t' �.t� ..,;. it •1n,. ,Y. r •s�� - ;f F� :7 •.11 � }i.{.``!.-., ... ^ y: a,v.. ` � .;� t `� . 3 F-.F:`i ,K z i a . � • , . `ik:¢Y... � e � •'�Y,Z•;.'k�.. � rS �1:� 'ti „``.�. is ,•+i.".' f 't ,kf�€ r • : ,y . ,, ..F- r i,,'tl'4{ Building Permit Number: O Owner Name: Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, 0 H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required. Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. Page 2of 2 Building Permit Number: 03-0&(146' Owner Name: 0 Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. 0 Fire sprinklers are required in this structure. EJ The following parcel map requirements shall be met: i I 'i All structures and equipment including overhangs shall be clear of all easements. A setback of �O feet from the side and * feet from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. 14X6D.F. w \ \ \ \ \ \ \ EX1.5TING MOBILE 1 I -- COMP. ROOF C I I C I i j Sloes 60 Z/lZ �'revr'c(�* dot ltd Yaa �'t or c,�rY,cF Co n :5i S kc -nil- 4D / / / -.!5 7*AIR5 MAX R15E d "M/N. RUN T' / / / / - — i 2X6 D. F. RAFTERS®24"0.G. / / 1 i 4X3 DX rL. VIMMAI Q 12" OC. FIELD D6"ON t76E5 net / u / / / / / / / / / / , i I I i I I 1 1 1 / / / / / / / / / / / / / / / / 14X6D.F. w \ \ \ \ \ \ \ EX1.5TING MOBILE 1 I -- COMP. ROOF C I I C I i j Sloes 60 Z/lZ �'revr'c(�* dot ltd Yaa �'t or c,�rY,cF Co n :5i S kc -nil- 4D / / / -.!5 7*AIR5 MAX R15E d "M/N. RUN T' / / / / � I RQ JFL.4POUT i / 4X4 t'05T9 CONT. TO ROOF / - BPAM pV 51MP50N 46544 ANCHORS /N GONG. -AD5 i i I 12"X 12"X 12"DEEP GONG. PAAn-i 2X6 4Z F. J015T5X24"O. G. YJ&16 4 h.2GLYr\.5 NOTE: S60 thP- attached Pages Q3 -,;2Co(o K rn-� it3U17E COUN I , '-3UILDING DEPARTIV;E -, - � /f__" (�m - — i 2X6 D. F. RAFTERS®24"0.G. 1 i 4X3 DX rL. VIMMAI Q 12" OC. FIELD D6"ON t76E5 net / u � I RQ JFL.4POUT i / 4X4 t'05T9 CONT. TO ROOF / - BPAM pV 51MP50N 46544 ANCHORS /N GONG. -AD5 i i I 12"X 12"X 12"DEEP GONG. PAAn-i 2X6 4Z F. J015T5X24"O. G. YJ&16 4 h.2GLYr\.5 NOTE: S60 thP- attached Pages Q3 -,;2Co(o K rn-� it3U17E COUN I , '-3UILDING DEPARTIV;E -, - � /f__" (�m ul KSKS I .322.021. LAND/NO SLOPE YELL --- 24'X6b'MOB&5, SLDPF VNI I6' COVERED FORCHI O O SLOPE SEPTIC � N < GRAPHIC SCALE OR/C7/NAL SCALE 1"=60=O" ONNER: JOHN ANO NA NC),BA CHEIL L ERIE AF#072-310-025 2150 FORBE5 TOWN R.O. ORO YX L E CA. 9596 q I e-2ACR55 530-5,5q-0632 CON TAC T: BRUCE BROL7ERICK 5304 73-5059 FERMA NEN 7'FOUNDA TION FOR EX15 TIN& MOBILE NOTE: S9e the attached PesideI ;Ia! Construction Requirements P / SLOPE 322.02' ------- --- SLOPE / SLOPE LANDING "5LL 24'X66' MOBlLS,: SGDPE h SGDPE r rr �; 8'X 16' COVERED PORCH ages � BUTTE.. COUN 1 Y SCOPE SEPiIG , nUILUING UEPAHTM�: 4 P P R Q V F �undr,J7a, &-/LAr N GRrFPHIG 5G.4LE OR/6/NAL 6CAI- 1"=60-O" OMER, JOHN AND NANGYBACHEI-LZRIE 2150 FORB55TOWN RD. OROVILL5 CA. 95969 530-589-0632 CON TACT.• BRUCE BRODFRICK 530-873-5059 PERMAN5NT FOUNDA TION FOR PX15 TING MOB/LE siP# 072-310-025 B.ZhGRE5 / '�•;�, SLOPE _vx 10 .Q / 5LOPE SCOPE SLOPE' 13 SGDt'a 5LOPE �! I I I I I I 72; anon � I` S Y ^r-1 ---------322.02 5L PE 4 X6 47--F. AFAM5 i ---------322.02 5L PE 4 X6 47--F. AFAM5 i i 5�L�PE 1 � � Q Q rt. m I i 5L PE f I I-ANDING r~ ti 5L E I RO�jFL/4YOUT 1/r-ro" i i i / r 24'X66' MOBILE',\ i i / i PROF05,ED 8'X 16' COVERED PORCH / 5L PE 5L PE D�"ON SEPriG.., �5L PE GRAPH/G 5CA, OR/6/N/4L 5CAI- 1 " =60.0" � { � •Qr \'•� 5L PE )' Illnoa0 3ju o ,ijunoo L p 83S >?jOWUOAInu3 ONNER., JOHN /AND NA NGYBACHELLERIE 2150 FORE55TOWN R.O. ORO YILLF CA- 95969 530-589-0632 CONTACT. BRUCE BRDDPRICK 530-873-5059 8 X 16 COYFR,ED PORCH AP# 072-3,70-025 B.2AGRE5 APPRUvED Bu Colon Envir a taigoeWth re i \ \ \ \ \ BXI5 TING MOBILE \I 1 1 I 1 1 COMP. ROOF I I 1 1 57AIR5 MAX RISE D"MIN, RUNT' / / NI / 4 X6 47--F. AFAM5 i i 2X V. F. R4FTE'RS(ga24"O.G. � 1 ---�� / 4 X 3 I L I RO�jFL/4YOUT 1/r-ro" I / i i / i / O.G. Fl5'LD D�"ON DGES / / / / / / / / I _ I , I 1 1 i . 1 \ i i i i i APPRUvED Bu Colon Envir a taigoeWth re i \ \ \ \ \ BXI5 TING MOBILE \I 1 1 I 1 1 COMP. ROOF I I 1 1 57AIR5 MAX RISE D"MIN, RUNT' / / NI / + /4 X 4 P05T5 CONT. TO ROOF BEAM W 5/MP50N LL6,644/ ANGHOR5INGONG. FAD5 :. ... 1.2"X 12"X 12"17EEP GONG. 2X6 V. F. .10/9 T5 24"O. G. j j P�4D5 4 X 6 P.F. G/RDER5 ' =12X6 17.F. DECKING i 1 i I 4 X6 47--F. AFAM5 i i 2X V. F. R4FTE'RS(ga24"O.G. � 1 ---�� 4 X 3 I L I RO�jFL/4YOUT 1/r-ro" I + /4 X 4 P05T5 CONT. TO ROOF BEAM W 5/MP50N LL6,644/ ANGHOR5INGONG. FAD5 :. ... 1.2"X 12"X 12"17EEP GONG. 2X6 V. F. .10/9 T5 24"O. G. j j P�4D5 4 X 6 P.F. G/RDER5 ' =12X6 17.F. DECKING i 1 i I i � 1 ---�� i i i O.G. Fl5'LD D�"ON DGES + /4 X 4 P05T5 CONT. TO ROOF BEAM W 5/MP50N LL6,644/ ANGHOR5INGONG. FAD5 :. ... 1.2"X 12"X 12"17EEP GONG. 2X6 V. F. .10/9 T5 24"O. G. j j P�4D5 4 X 6 P.F. G/RDER5 ' =12X6 17.F. DECKING i 1 i I