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073-120-053
073-120.053 2.2093INALE MONTANA, MARK & BA13ETTE �� -D3 ,gbjFORBESTOWN RD., ORO\ NEW SINGLE FAMILY W/ATT GA 073-120-053 M NTAN 1. 02--1 FO ll T p \\ ROVILLE WORKSHOP 073.120.053 .02-2582 NTANA, : & BABETTE p(WPI FORBESTOWN RD.,OROVILLE RETAINING WALL 073-120-053 03-3567 MONTANA, BABETTE 2761 FORBESTOWN RD, OROVILLE Cont: OWNER I ST RENEWAL BPN02-2582 Y a mi a County of Butte Oroville, California GENERAL CLAIM CLAIMANT: Babette Montana ADDRESS: 2761 Forbestown Rd. CITY & STATE: Oroville, CA 95966 nATF OF CI AIM- 01/15/04 SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM DESCRIBE FULLY TO AVOID DELAY AMOUNT Refund Claim - See attached calculation sheet APN: 073-120-053 Fer mii No.; 02-2100 J PAID ' RETAINED I REFUND Development Services ` $ 605.70 $ 261.48 $ 344.22 SRA $ - $ - $ - Sheriff $ - $ - $ - Other: $ - $ - $ - TOTAL $ 605.70 $ 261.48 $ 344.22 ............................................... ............. ............................................... ............. :::::::::::::::::: ::::::::r ........................................................................................... :.:. .....o. ........... ................................................ ................................................ ::: ............... ............... Bt DQE F : .............. .............................. .............. .............................. :AQ - UNT:::At1' .............. .............. QUNT Development Services 440-001 4210500 $ 344.22 SRA 0100 4617240 $ Sheriff 280 1011811 $ - Other $ - TOTAL $ 344.22 1 $ 344.22 I, the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim is true and correct as stated. r Darted this ��% day of , 2004, at CZ� , Cw!'f.^9e11_� vv/ Signature of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above have been performed or delivered and that there is a Budget Appropriation or Specific Board Approval (Check on a sam-e�1M \� r Dated this day of _u\, 2004, at Oroville Cali . 1�-'U�SCJ Dept. SEE Exp. "' Code BREAKDOWN 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. f1,./ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 P T (Rev. 12/96) APPLICATION AND PERMIT ®/ ASSESSOR PARCEL NUMBER 073-120-053 ZONING BUILDING PERMIT OWNER 4 �1 BA39,9q_1 TELEPHONE �rZL SO. FT. OCC. BUILDING VALUATION . OWNER'S MAILING ADDRESS PO BOX 5487 OR-OVILTE CA 99966 CONTRACTORS NAME 014 1\ TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER ' Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee 189/2 $ 94.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS Energy Plan Checking Fee $ PERMIT FEE $ 114.50 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT ; .Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome O 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 O Other O Describe Work: 1ST RENEWAL OF BP 02-2582 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service zo*A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law f r the following reason: Vj 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. O 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier 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.) id I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. XDate Signature of Appli ant -Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavationsover '0" deep and demolition or c nstruction of structures over 3 stories in height. Receipt No. r' WHITE-D.D.S.•B.D. C A ESSOR INK -I SP CTOR GOL E OD -APPLICANT Main Service 200A TO 1000A 46.00 NEW CONST. DWEWNG OCCUP. SO OR ADDNS. ( & ACC. BLDS. 3.5¢FT, T.9 No" EW CONS='IN.ET 97,50 U. APPARATUS 6 SINGLE OUTLET CIR. 20 p 1.0 Ex. Occup. OUTLET OR FIXTURES BA.50 000 Ex. Occup. o xunFis_R600E.1 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 FES $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 114.50 HAZ. D. FEES IMP FLOOD I CDF PARCEL I PO HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By^�{,Lli�� ��D//ate ( 15 PERMIT EXPIRES ON �- ate 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. I personally plan to provide the paajor labor and materials for construction of the proposed property imprgvement : YES NO 13_ I HAVE. HAVE NOT 11 signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction: NAME: LYczbb: CITY: HONE: 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: DRESS: may. ONE: 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: PROPERTYOWNE -/ ,6 SOCIAL SE NUMBER: DATE: p NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code- This verification must be completed and returned to our office before we are permitted to issue the permit. OVER O.B.-1 I OWNER BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself; you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not cavy 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 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. 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. Vi ira, C.B.O. M er, Building Inspection NOTE. This Owner-Butlderinformatfon is required by Section 19830 of the California Health and Safety Code COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive s Oroville, California 95965 • Telephone (530) 53h 41 1 APPL.ICATIONAND PERMIT -51 (Rev.12/96) 2ONNG BUILDING PERMIT j�AssESSQRPARCELNL1MB01'l -2 lTom" G SQ. FT. OCC. BUILDING VALUATION NJ CONTRACTORS NAtdE / / x CONTRACTORS MAILING ADDRESS CONSTRUCnON LENDER LENDERS MAPLNG ADDRESS ARCNTTECT OR ENWNEER ARCWMCT OR ENGNEERS MAILING ADDRESS LOTNo. I SUBOMSIDN'S NAME bL USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other sPECM TYPE OF WORK PERMIT, FEE PAID SRA SHERIFF OTHER $ jj'�'!56 AMOUNY RECEIVED $EIVED NO. Total Valuation Is PERMIT FEE $ FDIED PM - Ex Occup. nErs ro °Ea FiGn Fee $ 20.00 Permit Fee $ ' Plan Checkin Fee $ NEW CONST. OR ADDNS. Energy Plan Checking Fee $ NEW 50 ( PERMIT FEE $ $' PLUMBING PERMIT Firing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Buliding sewer 15.00 Mobile Home S G W @20.00 Ex. Occup. 0VrLEr OR RKTURES PERMIT FEE $ FDIED PM - Ex Occup. nErs ro °Ea ELECTRICAL PERMIT FiMg Fee 2 0. 00 Main Service �zo�a oa t;rs 23.00 Main Service zow TO IOWA 46.00 NEW CONST. OR ADDNS. DwELLWG OCCUP. 8 ACD. 12 3.505 . NEW 50 ( _ IAULhTT 1 @7.50 Ex. Occup. 0VrLEr OR RKTURES s4L @ .W FDIED PM - Ex Occup. nErs ro °Ea 5.00 - Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE SIf MECHANICAL PERMIT Feng Fee 20.00 Heating coots Hood 6.50 PERMIT FEt S Mobile Home Installation Fee $ Energy Inspection Fee $ C°``ONST' r rPE TOTAL FEE $ 1 11 I KA2. I D. FEES I TMP I FLOOD I CDF PARCEL I PD HD I ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. v Date COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDINIVISION ? County Center Drive • Oroville, California 95965 • Telephone (530) 533/7541 (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE � MARK d, BABEITE OWNER'S MAILING ADD S OX 5487, OROVILLE, GA 95966 SQ. OCC. BUILDING VALUATION QFr. 1728 CONTRACTOR'S NAME olzm TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 17.28 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $122.85 BUILDING Energy Plan Checking Fee $ PERMIT FEE $ 331.85 IAT NO. SUBDNLSIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 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: RETAINING WALL Gas piping sy2tem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 R LE Main Service ZO.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.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Llawifor the following reason: I, as owner of the property, army employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My 'workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date �/ -7 �/} Z Signature of Applican - ❑ Owner ❑ Contractor ❑ Agents 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 IOooA 46.00 NEW CONST. DWELLING OCCUP. so OR AODNS. a ACC. Bins. 3.50FT; �" NR° I.T' MULTI.OUTLET @7,50 APPARATUS 8 SINGLE OUTLET CI R. OUTLET OR FIXTURES 20 Q 1.00 Ex. Occup.BAS @ .w Ex. Occup. DFIXED g (.g%,o� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirin 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 331.85 HAZ. D. FEES IMP _ FLOOD CDF _ PAR Po HD IssU 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 O U� PERMIT EXPIRES ON 2 V e ReceiptNo.j WHITE-D.D.S^D�2 C COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 h .12/96) APPLICATION AND PERMIT A, G LESSOR PARCEL NUMBER / / -�� ZONING BUILDING PERMIT 0 CONTRACTORS MAUNG ADDRESS CONSTRUCTION LENDER LENDER'S ►WUNO ADDRESS ARCNrrECT OR ENOINEER ARCNrTECT OR ENGINEERS MAUNO BUILDING ADDRESS LOTNO. SUBDIVISIONS NAME `v - - - PAgM MAP USEOFSTRUCTURE M SF ❑ Duplex ❑ Mobilehome ❑ Other ' SPECIFY TYPE OF WORK New ❑ Addition ❑ Remo Describe Work: t/,;7 t�ion Total Valuation Fling Fee Permit Fee Plan Checking Fee Energy Plan Checking Fee PERMIT FEI PLUMBING PERMIT Each Trap Solar or heat pump water heater Water piping Each gas water heater or vent Gas piping system 1 - e6tfete Buildi ng sew Mobile Home I S I G I W I PERMIT FEE t ELECTRICAL PERMIT Main Service =OR LESS sooA oR LESS ii Main Service sooA To IowA a si+OLE oiDn� aR Ex. Occup. OUTLET OR FDCTUREB Ex. Occup. DFucEOAPP Io. Temporary PERMIT. FEE PAID $ I Se - PERMIT Home Facilities Misc. Wiring SRA $ PERMIT FEE _ MECHANICAL PERMIT Heating Cooling SHERIFF $ Hood _ .OTHER $ V 'AMOUNT, RECEIVED.. $ �_ RECEIPT-.- 20.00 v iling Feer 20.00 7.00 23.00 15.00 15.00 15.00 15.00 (920.00 Fee 20.00 23.00 46.00 3.500. @7.50 _ 5.00 23.00 20.00 23.00 Fee 1 20.00 6.50 Mobile Home Installation Fee is Energy Inspection Fee E ocD CONST. rrvE TOTAL FEE $ -3-31 $ NAZ D. FEES IMP FUDOD CDfP PD NO Issue This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By Date PERMIT EXPIRES ON /OLra1 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 ounty Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET pOWNER: SSOR PARCEL NUMB Proposed Building Use: Counter Technician: Date: Items required in order to apply for a perm 8 . All boxes MUST be checked O marked NA in order to apply. &ngineered lotplans,3 or 4 sets, signedty the preparer of the plans. omplete plans, 3 or 4 sets, signed by the preparer of the plans. 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 down 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......................................................:.. ❑ 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. Fees as shown on the attached Schedule of Fees Due Sheet....... ................................. ❑ 15. Statement of Intent for Non -heated and A/C Buildings ............................................. ❑ 16. Sanitati6n,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. 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) ...................... O 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (O Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ O 31. Other: When issued Telephone and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: C,(�(/DY �jy/" P� C ZcI Date: 7 A9 -:z 1. Index permit application for the above items numbered: 2. Additional items required Contractor, designer, owner, was advised cf the above data by Contractor, designer, owner, was advised of the above data by Plans reviewed by: Date: Structural reviewed by: Date: Note transfer by: Date: Plan Check Letter ❑ phone, ❑ mail, ❑ counter, by Date: ❑ phone, ❑ mail, ❑ counter, by Date: _ Plans approved by: Date: _Structural approved by: Date: O Z O Yellow: Buildine Division TMENT OF DEVELOPMENT SERVICES - BUILDING DIVISII • Oroville, California 95965 • Telephone (530) 538-7541 4 073-1415 ; 02-2582 PPLICATION AND PERMIT h, MONTAM K &BABETTE FO BES WN RD., OROVILLE ZON,No BUILDING PERMIT RETAINI G W L T1 OCC. gU D 741''/ 7/y' CONTRACTORS M4uJN0 Ad5Mq ti CONSTRUCTION LENOFA 0 LENDEA'S MNLM ADORESS ARCHITECT OR E1,0NEER ARCHITECT OR ENOtNEEAS MAUNo SUIDINO ADO RES 1 LOTNO. I SUBON6pN..., USEOFSTRUCTURE SF ❑ Duplex ❑ Wbilehome ❑ Other TYPE OF WORK New ❑ Addition ❑ Rem od , Uti s ❑ IInnsltallation ❑ Describe Work: /' J / // ice)/ PERMIT FEE PAID $ SRA SHERIFF (CENSE NO. J L� 0 Fire lace Total Valuation b Filing Fee _ $ Permit Fee b Plan Checkin Fee b Energy Plan Checking Fee b b PERMIT FEE b PLUMBING PERMIT Each Trap Solar or heat um water heater Water i in Each gas water heater or vent Gins i in stem 1 - eta Buildingsew Mobile Home S I G W PERMIT FEE t ELECTRICAL PERMIT Main Service °OOH OR LESS 200A OR cess Main Service 200A TO IowA i cx. UCCUp. ( OUTLET OR Ex. Occup.`'EO4" 0 Temporary S e Mobile Lome Facilities MSC. Wirinn TIO 20.60 �i MF"2 n Fee 20.00 23.00 46.00 5.00 23.00 20.00 23.00 PERMIT FEE b I MECHANICAL PERMIT Filing Fee 20.00 ' Heating 6 s Ventilation OTHER $ 1 PERMIT FEI: t Mobile Home Installation Fee b Energy Inspection Fee b OCC CONST. TYPE TOTAL FEES N4Z O. FEES IMP R=O COF pAp a PD 6 6St, This permit is hereby Issued under the applicable provisions ECEIVED of the Butte County Code and/or Resolutions to do work AMOUNT : R $ Indicated above for which fees have been paid. :,s y �� By /� Data RECEIPT'.. # PERMIT EXPIRES ON September 19, 2002 Mark Montana PO Box 5487 Oroville, CA 95966 Charles Roberts, C.E. RCE 3060 Thorntree, Suite 10 Chico, CA 95,973 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 073-120-053 Building. Permit Number: 02-2582 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.: STRUCTURAL COMMENTS: 1. Provide structural calculations for (BOTH) retaining walls. 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 either. non-structural or structural items, ask for Keith; if after September 23rd, ask for Linda for non-structural items or Philo for structural. 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. Keith Lo chitect Plans Examiner Consultant Attach: Plan Response Forms to RCE 1 of 1 STRUCTURAL COMMENTS: 1. Please specify that the special. inspector mustbe approved by the County prior to the issuance of a permit. 2. Treat the Garage as a separate diaphragm.'Specify all top plate splices, drags, straps, etc. on the Roof Framing Plan (typical). 3. Sheet S2.2 refers to S 1.1 (none) note 1.16 (none) for design load.. 4. Provide a soils report justifying use of 2,000 psf allowable soil bearing pressure. 5. , Please specify cmu quality assurance method per UBC 2105. 6. Sheet 52.1: SW 3 at the Garage common wall, back, should read 12'-0", not 15'-0". 7. Please provide three ties at 1-1/2" o.c. at the top of the caisson, det. 12/55.1. 8. The calculations and roof trusses use 40 psf snow load, but it is not reflected in the General Design Data, Sheet S 1; please correlate. 9. Please specify the length of time required prior to placing backfill on retaining walls. 10. 'The Garage/Shop is non -conventional. Please _provide lateral engineering, address stud wall heights, call out all BWPs, etc. 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 either non-structural or; structural items, ask for Keith; if after September 23`d, ask for Linda for non-structural items or Philo for structural. 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. Keith Long, Architect Plans Examiner Consultant Attach: Plan Response Forms to RCE 2 of 2 Plan Review Response Form In order to expedite the review of your plans. Please complete the following information and i4m this form with your re -submittal. If v, this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. 'Sy others" is not considered `a valid response. Please.4ndicate your response to each item and the location where the information can be found on the plan/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER WITH REVISED AND ORIGINAL PLANS OWNERS NAME 4— DATE: ASSESSORS PARCEL NUMBER PERMIT NUMBER 073 I ".o - o�3 . o z- ZsIR-z 2ESPONSE FOR PLAN CHECK LETTER DATED: 3060 Thorntree Drive #10 • Chico, CA 95973 -(530) 894-8833 voice • (530) 894-8882 fax email: cj@r-c-e.com Plan Check Comments Montana Residence - AP# 073-120-053 - Building Permit # 02-2093 The following responses are in regards to the plan check comments made on September 19, 2002. Comment: NbrikStfuc-twal: it 8 S h a ee ad d t o p i1of Is d i c n ti Structural: 1. Applied Testing Consultants will be used on the project for special inspection needs see attached letter and inspector qualification sheet. 2. Top plate splices requiring (22) 16d sinkers have been specified on the roofing plan. A drag strap has also been added at the master bath room. 3. Sheet 52.2 now refers to sheet SI and note 1.9. c 4. A soils report by Applied Testing Consultants has been provided which allows for the use of 2000 psf soil allowable. 5. All CMU construction has been removed form the project. 6. The shearwall at the rear of the firewall of the garage has been modified to 12'-0". 7. Ties have been provided at 1'/z" o.c. for the first 6" of the caissons, see detail 1'2/S5.1. 8. The General Design Data of sheet S 1 has been modified to agree with the truss calculations showing a 40psf snow load. 9. The concrete retain walls will require 28 days prior to placing backfill. 10. The Garage/Shop has been designed see sheet S 2-t-5—and attached calculations Charles ]. Roberts, PE (530) 894-8833 O`VNER-BUILDER VERIFICATION A:tenElon Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your ANULI a. Please complete and return this information at your earliest opportunity to avoid anaeces-' ddty in processing and issuing your building permit. No building permit will be issued vow this verification is received. 1. personally plan to provide the major labor and materials for construction of the proposed property rovement : YES), NO O 2. HAVE HAVE NOT C3 signed an application for a building permit for the proposed w�odc. -�' have contracted with the following n firm to vide the sed consoruedo�: 3 . I h co g perso ( ) pro proposed , NAME: ADDRESS: CITY: PHONE: CONYM--kCTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to eoordinstp, supervise, and provide the major work: NAME: ADDRESS: CITY: PH0NNE: 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 SI�ROIER�TYO�WNE�R: NED` 6,Z-- ATE: 9 //-) 16 - -- iVOT£: Thu Owner -Builder Verification is required by Section 198.1 and 19831 oWAW California Health and Safety Code. This verification must be tonPleW and returned to our office before we are permitted to issue the permit OVER OWNER BUILDER INFORINIATION CC!. - 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 teco ousuch a permit. Building permits are not required to be signed by property owners unless they are personally puftai4joir 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 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors. thenyou may be an employer. ♦ I f you are an emp lover, 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 rtspev to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, ii You wish, the C.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. I: the scucture is intended for sale. property owners who are not licensed contractors are allowed to perform their work personally or throu&h 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 communiry or at 10"0 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. Ij,N,j rely. el C. Vi ira, C.B.O. ger, Building Inspection NO TE: Thar Owner -Builder hrformation is required by Section 19810 of the California Health and Safety CO& OVER i O;T-21-2002 15:01 FROM:RCE 5308948882 TO:530 345 7166 P.002/002 To specify your own Title Montana Res. Page: special title block here, Job 2002.033 Osgnr. cmr Date: JUN 27,2002 use the "Settings" screen Description.... and enter your title block 6'-0" yard retaining wall information. This Wall in File: c:lwork120021033•montanalretaln.rp5 e ain Pro TO, U9 Cantilevered Retaining Wall Design Code: 1997 UBC Retained Height = 5.00 It Wall height above soil - 1.00 it Slope Behind Wal = 0.00: 1 Height of Soil over To = 0.00 in Soil Density = 110.00 pcf Wind on Stem = 0.0 psf S Surcharge Loads 1 urc arge tiver Heel 0.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 psf Used for Sliding & Overturning Axial Load Applied to Stem Axial Dead Load = 0.0 lbs Axial Live Load = 0.0 lbs Axial Load Eccentricity = 0.0 in L .. -. ■ Design Summary _... ... Total Bearing Loa = 4,042 lbs ...resultant ecc. = 1.67 in Soil Pressure @ To = 1.221 psf OK Soil Pressure @ Hee = 800 psi OK Allowable = 2,000 psf% Soil Pressure Less Than Allowable " ACI Factored @ Toe = 1.795 psf ACI Factored @ Heel = 1,176 psf Footing Shear @ To - 0.0 psi OK Footing Shear @ Hee = 6.9 psi OK Allowable = 76.0 psi Wall Stability Ratios Concrete Overturning = 4.57 OK Sliding = 1.85 OK Sliding Calcs (vertical Component NOT Used) Lateral Sliding Forc = 926.7 lbs less 100% Passive Force= - 97.2 lbs less 100% Friction Force= - 1,616.7 lbs Allow Son bearing = 2,000.0 psr Equivalent Fluid Pressure Method Heel Active Pressure = 30.0 psf/ft Toe Active Pressure = 30.0 psf/ft Passive Pressure = 250.0 psf/ft Water height over heel =s 0.0 ft FootingllSoil Frictio = 0.400 Soil height to ignore at Back of Wall . for passive pressure = 12.00 in Lateraf*Lo'ad Applied to Sitern , Lateral Load = 0.0 #!ft ...Height to To = 0.00 ft ...Height to Botto = 0.00 It Heel Width = 3.75 Total Footing Widt = 4 -00 - Footing Thickness = 16.00 in Key Width = 12.00 in Key Depth = 0.00 in Key Distance from Toe = 2.08 ft fc = 2,000 psi / Fy = 40,000 psi Footing Concrete Densit = 150.00 pcf Min. As % = 0.0018 Cover @ Top = 2.00 in @ Btm.= 3.00 in [Adjacent Footing Load' = Adjacent Footing LoaaI buuu.0 IDS Footing Width = 4.00 It Eccentricity = 0.00 in Wall to Fig CL Dist = 7.00 It Footing Type Line Base Above/Below Soil = 0.0 ft at Back of Wall Wall Material Above "Ht" Stem Construction = Top Stem 2nd 3rd 0.0 lbs OK Footing Design Results Stem OK Stem OK Stem OK Design height ft= 2.75 1.25 0.00 Wall Material Above "Ht" = Concrete Concrete Concrete Thickness = 8.00 8.00 8.00 Rebar Size = # 4 # 4 # 4 Rebar Spacing = 17.50 18.00 18.00 Rebar Placed at = Edge Edge Edge Design Data -.. fb/FB + fa/Fa = 0.043 0.285 0.489 Total Force @ Section lbs= 172.7 643.5 1,103.0 Moment.... Actual ft-#= 108.0 697.9 1,787.2 Moment..... Allowable ft-#= 2,527.0 2,447.6 3,655.6 Shear..... Actual psi = 2.3 8.6 14.7 Shear..... Allowable psi = 85.0 76.0 85.0 -Added Force Req'd = 0.0 lbs OK ....for 1.5: 1 Stability = 0.0 lbs OK Footing Design Results Toe tleel Factored Pressure = 1,795 1,176 psf Mu': Upward = 56 6,346 ft-# Mu': Downward = 9 4,991 ft -ft Mu: Design = 47 1,355 ft-# Actual 1 -Way Shear = 0.00 6.94 psi Allow 1 -Way Shear = 76.03 76.03 psi Toe Reinforcing = # 4 @ 18.00 in Heel Reinforcing = # 4 @ 18.00 in Key Reinforcing = None Spec'd Lap Splice it Above in= 23.26 Lap Splice it Below in= 23.26 Wall Weight psf= 100.0 Rebar Depth 'd' in = 6.25 Masonry Data I'm psi = Fs psi = Solid Grouting = Special Inspection = ModularRatio'n' _ Short Term Factor = Equiv. Solid Thick. _ Masonry Block Type = Medium Weight Concrete Data fc Fy 20.80 31.20 20.80 9.39 100.0 100.0 6.25 6.25 psi- 2,500.0 2,000.0 2,500.0 psi= 40,000.0 40,000.00.0 Other Acce table Sizes & Spacings Toe: No�req'd. Mu < S Fr Heel: Not req'd, Mu < S ' Fr Key: Not req'd, Mu < S ' Fr OZ-ZSS Z BUT COUNTY BUILDiPiG DEPARTMENT APPROVED /o1z32 PW� OQT-21-2002 14:36 FROM:RCE 5308946882 TO:530 345 7166 P.003/009 •Page: P� To specify your own Title Montana Res. special title block here, Job 2002.033 Osgnr. cmr Date: JUN 27,2002 use the "Settings" screen Description.... and enter your title block 6'-0•' yard retaining wall information. This Wall in File: c:tworkt2002tO33-montanakretain.rps Retain Pro 5.13, 15 -Aug -2007, Cantilevered Retaining Wall Design Code: 1997 UBC FSummary of Overturning & Resisting Forces & Moments .....OVERTURNING...RESISTING..... Force Distance 'Moment Force Distance Moment Item lbs it ft-# —_ Ibs ft ft-# Heel Active Pressure = 601.7 2.11 1,270.2 Toe Active Pressure = -26.7 0.44 11.9 Surcharge Over Toe = Adjacent Footing Load = 351.7 2.41 846.5 Added Lateral Load = Load @ Stem Above Soi = Total = 926.7 O.T.M. = 2.104.9 Res istinglOverturning Ratio 4.57 Vertical Loads used for Soil Pressure = 4,041.8 lbs Vertical component of active pressure NOT used for soil pressure Soil Over Hee = 1,695.8 2.46 4,168.9 Sloped Soil Over Hee = Surcharge Over Heel = Adjacent Footing Load = 945.9 3.71 3,507.9 Axial Dead Load on Ste = 0.00 Soil Over To = Surcharge Over Toe = Stem Weight(s) = 600.0 0.58 350.0 Earth @ Stem Transition = Footing Weigh = 800.0 2.00 1,600.0 Key Weight = 2.5B Vert. Component = Total - 4,041.8 lbs R.M. 9,626.13 OCT -21-2002 14:36 FROM:RCE 530B9488B2 TO:530 345 7166 P.004/009 p� P, 3 Adj Ftg Load = 15000.# Ecc. = O.in from CL a Pp= 97.22211 601.67 # POP799.84psf 1221 .psf OCT -21-2002 14:36 FROM:RCE 5308948882 TO:530 345 7166 P.005/009 P.. y 2. _ 6.in Conc w/ #4 @ 18 in o/c _41 L. — 5'-0" F• QQ 2,. 1._4.. 3' #4@18.in I4. — @ Toe DesigAer select j #4@18.in all horiz. reint. a 3'-0" ►�— @ Heel See Appendix A Its_ 4`-3" �i OCT -21-2002 14:36 FROM:RCE 5308948882 TO:530 345 7166 P.006/009 Title Montana Res. Page: R ,.- To specify your own Job 2002.033 Dsgnr: cmr Date: JUN 27,2002 special title block here, Description.... use the "Settings" screen 5•_0^ yard retaining walll and enter your title block information. This Wall In File: c:lwork120021033-montanalretain.rp5 e ain ProG.u,ug , e Cantilevered Retaining Wall Design Code: 1997 U13C ■ I Footinq Dimensions &Strengths L- Retained Height = 5.00 ft Allow Soil Bearing = 2,000.0 psi Equivalent Fluid Pressure Method Toe Width Heel Width = J.UV it _ 1.25 Wall height above soil = 1.00 ft Heel Active Pressure = 30.0 psf/ft Total Footing Widt - - 4-25 Slope Behind Wal = 2.00: 1 Toe Active Pressure = 30.0 psf/ft Footing Thickness = 16.00 in Height of Soil over To = 4.00 in Passive Pressure 250.0 psf/ft Ke Width 0.0 ft y - 0.00 in Soil Density = 110.00 pcf Water height over heel = Key Depth = 0.00 in ' FootingllSoil Frictio = 0.400 Key Distance from Toe = 1.33 ft Wind on Stem - 0.0 psf Soil height to ignore fc = 2,000psi Fy = 40,000 psi • for passive pressure = 12.00 in Footing Concrete Densit = 150.00 pcf Min. As % = 0.0018 Cover @ Top = 2.00 in @ Btm.= 3.00 In [Re Slgn Summary (Stem Construction ■ Top Stem 2nd 3rd L ■ Stem OK Stem OK Slem OK Total Bearing Loa = 1,838 lbs Design helght it = 2.75 1.25 0.00 etc. = 1.95 in Wall Material Above "Ht" = Concrete Concrete Concrete ...resultant Thickness = 6.00 6.00 6.00 Soil Pressure @ To = 531 psf OK Rebar Size = # 4 # 4 # 4 Soil Pressure @ Hee = 334 psf OK Rebar Spacing = 18.00 18.00 18.00 Allowable = 2,000 psf Rebar Placed at = Edge Edge Edge Soil Pressure Less Than Allowable Design Data ` ACI Factored @ Toe = 744 psf fb/FB + fa/Fa = 0.058 0.272 0.641 ACI Factored @ Heel = 467 psf Total Force @ Section lbs = 129.1 358.6 634.7 ` Footing Shear @ To = 4.6 psi OK Moment. -Actual ft #= 96.8 448.2 1,062.2 Footing Shear@ Hee = 2.7 psi OK Moment..... Allowable ft-#= 1,658.0 1,647.6 1,658.0 Allowable = 76.0 psi Shear..... Actual psi = 2.5 7.0 12.4 Wall Stability Ratios Shear..... Allowable psi = 85.0 76.0 85.0 Overturning = 3.43 OK Sliding = 1.51 OK Lap Splice if Above in= 23.26 20.80 20.80 Sliding Calcs (Vertical Component NOT Used) Lap Splice if Below in= 23.26 20.80 6.26 Lateral Sliding Forc = 633.4 lbs Wall Weight psf = 'd' in= 75.0 75.0 75.0 4.25 4.25 4.25 less 100% Passive Force= - 222.2 lbs Rebar Depth less 100% Friction Force= - 735.2 lbs Masonry Data I'm psi = Added Force Req*d = 0.0 lbs OK Fs psi = ....for 1.5: 1 Stability = 0.0 lbs OK Solid Grouting = Footing Design Results Special inspection = 'n' _ Modular Ratio Toe Heel Short Term Factor Factored Pressure = 744 467 psf Equiv. Solid Thick- hick.Mu': Mu':Upward = 0 136 ft-# Masonry Block Type = Medium Weight Mu': Downward = 0 306 ft-# Concrete Data Mu: Design = 1,062 170 ft-# fc psi= 2,500.0 2,000.0 2,500.0 Actual 1 -Way Shear = 4.55 2.72 psi Fy psi = 40,000.0 40,000.0 40,000.0 Allow 1 -Way Shear = 76.03 76.03 psi Other Acceptable Sizes 8. Spacings Toe Reinforcing _ _ # 4 @ 18.00 in Toe: Not req'd, Mu < S Fr Heel Reinforcing = # 4 @ 18.00 in Heel: Not req'd. Mu < S ' Fr Key Reinforcing = None Speed Key: No key defined I I OICT-21-2002 14:37 FROM:RCE 5308948882 T0:530 345 7166 P.007/009 Page: ` To specify your own Title Montana Res. Job 2002.033 Dsgnr: cmr Date: JUN 27,2002 special title block here, Description.... use the "Settings" screen V-0- yard retaining wales and enter your title block This Wall in File: c:lWork120021033 montanalretain.rp5 information. r� �� �g • C Cantilevered Retaining Wall Design Code: 1997 UBC e • , Summary of Overturning & Resisting Forces & Moments - RESISTING ..... ..... Force Distance Moment ...,.OVERTURNING..... Force Distance Moment lbs It ft-# Itemlbs ft, ft-# _ _ = 675.0 2.24 1,509.4 - Soil Over Hee _ 412.5 3.88 -- 1,598.4 61.9 Heel Active Pressure 0.56 -23.1 _ 15.5 Sloped Soil Over Hee _ 4.00 Toe Active Pressure = •41.7 Surcharge Over Heel Surcharge Over Toe = Adjacent Footing Load - Adjacent Footing Load = , Axial Dead Load on Ste = 0.00 _ Added Lateral Load - Soil Over To = 110.0 1.50 165.0 Load @ Stem Above Soi = Surcharge Over Toe = Stem Weight(s) = 450.0 3-25 1,462.5 Total "=7_6j_3_.4 O.T.M.' 1,486.3 Earth @ Stem Transition = 3.43 Footing Weigh = 850.0 2.13 1,806.3 ResistinglOverturning Ratio Key Weight = 1.33 Vertical Loads used for Soil Pressure = 1,838.0 lbs Vert. Component = Vertical component of active pressure NOT used for soil pressure Total = 1,838.0 lbs R.M. 5,094.1 OCT. -21-2002 14:37 FROM:RCE 5308948882 Pp= 222.22# i' 675.03# FFF'333070 531.42psf TO:530 345 7166 P.00B/009 I �9 7 OCT -21-2002 14:38 FROM:RCE r 5308948882 TO:530 345 7166 P.009/009 -P .9 41 8.in Conc w/ N4 @ 119.in o/c—_.. --- 3yL 1(0,"0,C, Hof 2 _ 3,_3:, 1 314 6'-0,. 8.in Conc w/ #4 @ 18.in o/c - y D llo"O•(" 3/4" 2" �.' 1 _ - L V-4" i Designei select f#4@18.in all hohz. reinf. ;� T-9-- @ Heel See Appendix A —� QCT -21-2002 15:01 FROM:RCE .5308948882 T0:530 345 7166 P.001/002 3060 Thorntree Drive #10 Chico, CA 95973 E (530) 894-8833 voice (530) 894-8882 fax OC fax email: cj@r-c-e.com To: 5 U TT E L 0. �7TN: Ph :I o unT From: ,� G. r ro Fax: S a g aL LI O Pages: Pham 7157 `f i Date:�-- r cc: r; 1 c ® Urgent ® For Review 0 Please Comment 0 Please Reply 0 Please Recycto H e r c �.r.e` ' t h...t- Pa c� � r` .wc..l1 Gal � s - yo✓ Pi.e� V csra� Atl 1% 1 : G . G.c.. 6j 7l,rt r� ter. t_ a►..�/ �rth.`r �VeS%7.gr.�,. VV�T STc"I"P't-L GopS To -OIt*W $i h 9 I ' NOTES RESIDENTIAL PERMIT NO1 073-120-053 2-2093 Ai MONTANA, MARK & BABETTE % FORBESTOWN RD., OROVILLE NEW SINGLE FAMILY W/ATT GARAGE 11 SPECIAL CONDITIONS 11 CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY OFFICE COPY Address ` GAS Z(� ' Meter By Date ELECTRIC Meter B— I, _Date P i GAS Meter By Date ELECTRI Meter By Da JOB FINALED (Date) Signature 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 ' r OwNE PERMIT NO A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. I LAW W IM Date ems_ ` Inspector REV 1 /92 V= OK 0 = Not OK - = Not Applicable MOBILE HOMES • = Not Reddy Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 3. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"N./ /'LPG 4. 7. Well Clearance & Disconnect V 8. Utility Clearance -A Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged ' 9. Tie Downs -Type -Installation Cent. ` 10. 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 Cent. ` 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal' Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric / +' 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater ' 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 .i = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) , Date _Underfloor (Plans) OK except #'s Date FRAMING (Continued) Zon' g -Setbacks -Easements -Flood -Slope Hangers -Post Caps -Anchors -Connectors 2 tg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depthling. Joist-Rttr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. T 3. Ftg/Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4& --Fireplace Ties or Type A Flue -Fireplace Throat Clearance 4. fig., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Steel-Blockoi Downs and Special Anchors Date 8. Piers -Fireplace Ftg.-Steel Fall -Fitting -Test -2 Way C/O -Sewer Test Date 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 23. 11, Water Pipe; Test -Anchors -Regulator -Service Test 24. 12. Electric Underground 25. 13. Plenums & Ducts- Clearance -Material -Support -Ins. 26. '7 1 ders-Si - nchor Bolts- fists-Vents-Crippies 15. Access & Ventilation 727 16. Insulation 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 147 - Water Htr.; Vent -Access -Combustion Air Baffle �1�Vtl'dter Pipe; Test & Anchor -Nail Protection 1 .V.; Test Fittings & Anchor -Nail Protection Date , 49. Shower Pan; Test, First Floor -Tub Access Date ( 2yTsrst Tub & Shower, Second Floor -Tub Access Date Gas Pipe; Sixe & Anchors Sits Proper Materials & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. '7 Romex Installed Close to Edge of Studs & C.J. 727 quip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI _40a Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle / / ga Cu or Al -Oven Circ. / / ga Cu or At Insulated Neutral O Yes ❑ No 31. Service -Riser Conductors & Ground Main Disconnect V=±!tr'c Access; Size & Romex Protection -Draft Stop -Ins. Baffles tjprBdrm. Windows or Exiting Doors -Sill Ht. & Dimensions ('S1. arage Fire Protection Framing6(r� L5Z--Pfeperty Line Firewall & Openings G69 -Ex -1. Doors -One 3' -Check Garage 3rd Story, 2 Exits X54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection ywood on Roof Overhang- t - after Outriggers 'Me -Nailing Veneer 57-9ttrcrT VM37r-Drip Screed -Fd. Vents-Underflr. Access L5& --'Gazing Area -Glass Protection -Skylights -Plastic ear Walls; Nailing -Bolts i 60. Brace rior/Exterior WA Panels nsulatio alts eilin — 62. Infiltration -Walls -Windows Date � Card B-1.,YA Date y Card B-1 Date Card B-1 Date \ Card B-1 Date /FINAL (Plans) OK except #'s \ eps-Door & Sidelight Protection -Landings Smoke Detector Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection ,06"Te—droom Exiting F.I. & Bath Fixtures & Tub Access -Spa 6 ec. Trim & Subpanel, Breaker Sizes & Labels airs & Rails eplace or Stove, Clearance -Hearth 7 . ec. Outlets at Wood Panel, Int. & Ext. 7 ixt. & Appliance; Ground -Air Gap -Cooking Clearance ec. O j!gW & Receptacles at Kit. Counter arage Fire Door; Swing -Landing -Closure 7 ct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in GaLagaj Above Floor-Mech. Protection Plb., Elec. & Mech. Equip. Listed for Location . eceptacles in Garage (FF.I.)-Romex Protection r 7 nsulati n -Foam -looked in Attic 80 uard s & Deck Construction -Post Caps 8 n. VBents & Crawl Hole Door Drainage & Wood -Earth CleaEaace Looked under Floor ❑ Yes ollowing Insild./Drive J Yes ] No/Walks :1 Yes :1 No/Planters J Yes J No 83. Stucco Brown -Finish A.C. Unit Disconnect, Electrical -Plumbing A* - -V=s Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. er Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground O-Vle'ntlWion Throughout House lass Protection 90 --eons from Previous Inspections Ga st-Meters Tagged, Gas -Electric o r & Sewer Connected -C/O to Grade -HD Approval 09W.0En,@(gy Compliance Certificate -Other Certificates Address Posted I V141 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: 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ME ANICAL (Permit) OK except #'s C. Ducts Insulation & Support Vent Fan, Exhaust above insulation le -Condensate Drain & Overflow, Size & Grade Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Sits Proper Materials & Anchors 4T�W_alls Studs -Nailing Spacing & Braces -Plates -Sound Baring Walls over Girders & Floor Nailing raft Stop in Walls (rat proof) J!e Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing V=±!tr'c Access; Size & Romex Protection -Draft Stop -Ins. Baffles tjprBdrm. Windows or Exiting Doors -Sill Ht. & Dimensions ('S1. arage Fire Protection Framing6(r� L5Z--Pfeperty Line Firewall & Openings G69 -Ex -1. Doors -One 3' -Check Garage 3rd Story, 2 Exits X54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection ywood on Roof Overhang- t - after Outriggers 'Me -Nailing Veneer 57-9ttrcrT VM37r-Drip Screed -Fd. Vents-Underflr. Access L5& --'Gazing Area -Glass Protection -Skylights -Plastic ear Walls; Nailing -Bolts i 60. Brace rior/Exterior WA Panels nsulatio alts eilin — 62. Infiltration -Walls -Windows Date � Card B-1.,YA Date y Card B-1 Date Card B-1 Date \ Card B-1 Date /FINAL (Plans) OK except #'s \ eps-Door & Sidelight Protection -Landings Smoke Detector Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection ,06"Te—droom Exiting F.I. & Bath Fixtures & Tub Access -Spa 6 ec. Trim & Subpanel, Breaker Sizes & Labels airs & Rails eplace or Stove, Clearance -Hearth 7 . ec. Outlets at Wood Panel, Int. & Ext. 7 ixt. & Appliance; Ground -Air Gap -Cooking Clearance ec. O j!gW & Receptacles at Kit. Counter arage Fire Door; Swing -Landing -Closure 7 ct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in GaLagaj Above Floor-Mech. Protection Plb., Elec. & Mech. Equip. Listed for Location . eceptacles in Garage (FF.I.)-Romex Protection r 7 nsulati n -Foam -looked in Attic 80 uard s & Deck Construction -Post Caps 8 n. VBents & Crawl Hole Door Drainage & Wood -Earth CleaEaace Looked under Floor ❑ Yes ollowing Insild./Drive J Yes ] No/Walks :1 Yes :1 No/Planters J Yes J No 83. Stucco Brown -Finish A.C. Unit Disconnect, Electrical -Plumbing A* - -V=s Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. er Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground O-Vle'ntlWion Throughout House lass Protection 90 --eons from Previous Inspections Ga st-Meters Tagged, Gas -Electric o r & Sewer Connected -C/O to Grade -HD Approval 09W.0En,@(gy Compliance Certificate -Other Certificates Address Posted I V141 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 - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 53 -7541 �, (Rev. 12/96) APPLICATION AND PERMIT 90' MP,� ASSESSOR PARCEL NUMBER 073-120-053 ZONING T]-qT4 BUILDING PERMIT OWNER TELEPHONE -1864 SQ, FT, OCC. BUILDING VALUATION 3324 R 179 496. 00 . OWNER'S MAILING ADD SS P.O. BOX 5487, 0-RDVITTE, CA 95966 900 U 16 200.00 CONTRACTOR'S NAME OWNER TELEPHONE 707 9,191.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 204 887.00 ARCHITECT OR ENGINEER LICENSE NO. -FilingFee $ 20.00 Permit Fee $ 1UU U0 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 654.55 BUILDIN1171,01 PnRRESTOW RD-, Energy Plan Checking Fee $ 23..00 OROVII-IE $ PERMIT FEE $1706.95 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF N Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.0015.00 TYPE OF WORK New ]1 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NSINGLE FAMILY EW Gas piping stem 1 - 5 outlets 15.00 30.00 Building sewer 15.00 15.00 Mobile Home S G W @20.00 PERMIT FEE $200.00 ELECTRICAL PERMIT Fling Fee 20.00 OR LESESS Main Service zoOOOV OR oA LS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: X 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 +000A 46.00 NEW CONST. DWE ff OCCUP. OR ADDNS. ( 8 ACC. BLDS. SO 147. 8 3.5Q�: RESIU T. MULTI RANCH IRCUTMS @7,50 POWER APPARATUS 8 SINGLE OUTLET CIR. EX. Occup. OUTLET OR FIXTURES .00 BAL p I.w FIXI Ex. Occup. ounces RgD °En 5.00 Temporary Service 23.00 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 213.84 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 MECHANICAL PERMIT Fling Fee 20.00 Heating 25.00 Cooling 5.00 Hood 6.50 6.50 Ventilation ZL- 50 gas tirplace 2 1 .00 30.00 PERMIT FEE $ 124.50 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall3 not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X ,/ Date 2 �(o 7 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. Mobile Home Installation Fee $ Energy Inspection Fee $46.00 Occ CONST. TYPE TOTAL F E $ 2289 _JR0 D. IMP CDF pD D I UE This permit is hereb issued un er of the utte Coun Code and/or it 'ate b e fo wlich fees have >' ��`� �� PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date 23 A Z Dae Receipt No. 360841 $211288.89 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Vitas►''�l��i*.�;ast7��t;.;:,s►;-w.e.numr-�-«x*�a.,,.-..�S�J'r��ri.•• ._ "i'c"�r"'tr.`s•*'r+'�'rr�:t,#: +�rr�_ �-�;: 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:Ba ke 17e e! Q PR O - 7� u q ASSESSOR PARCEL NU• R a 7 3 - 1.2.0 — Q S3 Proposed Building Use: 2 P Ce Counter Tech:clan: Date: L� Items required in order to apply for a permit. All boxes MUST be c R marked NA in order to apply. .. Plot plans, 3 or 4 sets, signed,ity the preparer of the plans. / ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. nezi, Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. E /4,0 L Engineered truss details and layouts in duplicate. No faxes! m 1>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 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 e aining items needed to issue the permit. (May require additional plan review upon receipt df t e fol)owing ite ) / 6 IMYJ Fees as shown on the attached Schedule of Fees Due Sheet ................................'...... 0 `I 15. Statement of Intent for Non -heated and A/C Buildings ................................ f 16. Sanitation and plot plan approval from the Environmental Health De a ment in 7. City of Chico Plumbing permit...:...................................... ............:. 8. California Department of Forestry plan approval U. Sent. by: 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ,1 0❑ 0 Contact Land Development about ❑ Improvements, ❑ Drainage ............................... 1. Encroachment Permit for driveway from the Public Works Dept. (construction, approval prior to occupa cy) ®® le 22. Pre -Inspection for required................ A O0 .p oI&S ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... 4. Worker's Compensation Carrier and Policy Number ..............:.............................. 5. Owner -Builder Verification (❑ Given to owner, ❑Mailed to owner) ..................... �6. Letter of Signature authorization.................................................................... . Recorded copy of Agricultural Acknowledgment Statement .................................... 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... = ❑ 30. ❑ Grant Deed, ❑ M:H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: 'z/6Z 1. Index permit application for the above items numbered: X, Plan Check Letter 2. Additional items u� Contractor, design r, owner was advised cf the above data by ph ne, mail, ❑ counter, by Date: Contractor, designer, er, i as ad i d of the above d b. ❑ ph ne, ❑ mail, ❑ counter, �*�Date: Date: Plans reviewed by: ( Date: Plans approved by: A5 Structural reviewe Date: Structural approved by: Date: Note transfer by: Date:IF / Q - . Yellow: Building Division I TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Plan Attached Fiona Plan Attached Sans to B.D. I a 2 -26 �`3 in,qrtc 44uj3 rih,i 5r-6eLrtbwn Roc 07.3-1ZO-bS.3 Owner Location AP# . Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for v dwelling. Other wit• -fnml' 4-�- Msa Sh�� wFtlz �GT�ir • Hold final for: Final clearance O.K. for: NOTE: Environmental Health Speci list 8/96 Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 �HEDULE OF FEES DUE 0123 OWNER A.P. # —/e7 PROPOSED BUILDING USE d �u 1. BUILDING PERMIT FEES Balance Due ........................ $ Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee ...... $ 35CHOOL DISTRICT FEES paid at District Office) (Available after Plan Check) MERIFF FEES (paid at Building Division) .Lesidential ...................... x $360.00C-310-06 = Units ° Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... —x—=$ # Units Amt. Commercial (sq. ft.) ............ —x—=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) a INSPECTION AND PLAN CHECK $89.00 aid at Building Division) - --� 8. WATER TENDER FEES (Battalion #i $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER DATE RECEIPT # DATE REC. At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE 2 Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) i t"+• V o BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District R Oby I L�.G �1�- IYl Building Department No. NL 0113 1 20 3 A.P. Number 013 l2y - cSS3 Jurisdiction: City County Property Owner Property Location/Address 1Lk&Far QW Iv NJ , WIO V (LL4 Subdivision Lot No. Residential Development ................. .............. Sq. Footage 3� No ot g Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # !"(No foundation inspection): CommerciaUlra ;. e Sq. Footage (�,tl, ~ M!�.Y�wiuc,r'yto[�r;qdustrial L i _ µ �Adddion•� _*nw q _ ,! ,(Including Exterior ~ • RRoofeed Areas) Building Depart ent Representative Date rioor dans reviewed by School District Personnel) District Identification No. School District certifies thatp.y (Applicant) (Street Address) (Phone Number) 0, ��►le tg (City) (State) (Zip Code) has complied with the requirements of Resolution No.y —d �.— co by payment of $ "{ , 1l 3.3 (o representing square feet. AB 2926 $ FULL MITIGATION s C School District R bprgesentatiGe~Date Paid by 3 Remarks: 0-1 ••1 'Iz— 0, " JI`4� Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm CERTIFICATION OF INSULATION ADDRESS OR TRACT SACRAMENTO BUILDING CONTRACTORS 1309 MELODY ROAD, MARYSVILL''E, CA 95901 LIC#202026 LOT # e ❑' 605 S. AUBURN STREET, GRASS VALLEY, CA 95945 LIC#202026 ❑ 3881 BENATAR WAY, SUITE A, CHICO, CA 95928 LIC#202026 Fo(l (�r-- 5r<)v-)A) ❑ 8924 AIRPORT ROAD, REDDING, CA 96002 LIC#202026 i. 0 Roll j �' i.� CA, DATE INSULATION ,COMPLETED ( SQUARE FEET) ( SQUARE FEET) ( SQUARE FEET) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL MATERIAL MATERIAL FIBERGLASS FIBERGLASS FIBERGLASS FORM BATTS FORM BATTS & BLOW FORM BATTS MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER MANUFACTURER MANUFACTURER OCF OCF OCF BAGS R -VALUE APPLIED R -VALUE APPLIED MIN. INSTALLED WE___ GHT PER R -VALUE APPLIED. INSTALLED THICKNESS INSTALLED THICKNESS SQUARE FOOT INSTALLED THICKNESS 1� I KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE MATERIAL FORM R -VALUE MANUFACTURER FIBERGLASS BATTS ., OCF AIR INFILTRATION SEALANT MATERIAL MANUFACTURER W R GRACE Q� THIS IS TO CERTIFY THAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS SIGNATURE - INSULATION /CON TRACTOR TITLEp DATE p AL SIGNATURE - GENERAL CONTRACTOR TITLE DATE REMARKS WHITE - Builder Copy, GREEN - Builder Copy, YELLOW - Customer Copy, PINK - Attic Copy, GOLD - File Copy i` APA L YY�7 Certificate of Conformance Certificate__ 054076 THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products — Structural Glued Laminated Timber NER-486 Glued -Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 —Manufacturing —Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. W 0 it 1• •• • R4�J' ..?: .0 cZ SEAL 3; i UJ `,2 S11 IN by �WL Thomas G. Williamson Executive Vice President ENGINEERED WOOD SYSTEMS is a related corporation of APA —THE ENGINEERED WOOD ASSOCIATION 7011 South 19th Street • P.O. Box 11700 • Tacoma. VIA 98411.0700 Toldphone. (253) 565.6600 • Fax Numbor: (25J) 565-7265 v Engineered Wood Systems APA EWS Certificate of Conformance Glued laminated timber products for the Montana residence 2761 Frobestown Road, Oroville One beam 51/8 inches by 15 inches by 15 feet, 6 inches One beam 51/8 inches by 15 inches by 16 feet, 3 inches One beam 51/8 inches by 15 inches by 29 feet, 6 inches One beam 51/8 inches by 15 inches by 20 feet, 6 inches One beam 51/8 inches by 15 inches by 20 feet, 6 inches One beam 51/8 inches by 15 inches by 16 feet, 3 inches Each glued laminated timber product conforms with the following ANSI Standard A 190.1 - 19992, For Wood Products - Structural Glued Laminated Timber NER - 486 Glued Laminated Timber Combinations and "GAP" Computer program for determining design stresses. AITC 117 - 93 Manufacturing Standard Specifications for Structural Glued Laminated Timber of Softwood Species. o�� Sao- 053 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... 3322 SF Res. - Montana Date..07/22/02 16:24:55 Project Address FORBESTOWN ROAD ******* OROVILLE *v6.01* IIFO?3 Documentation Author... Marty Runnells ******* Building Per it Energy Calculation Services /T) p 1907 Mangrove Avenue, Suite E P an C eck Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for. 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -022925 Wth7CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -3322 SF. Res.- Submittal GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 3324 sf Single Family Detached New Front Facing 180 deg (S) 1 1 Raised Floor 13.5 0 of floor area 0.42 Btu/hr-sf-F 0.43 9.5 ft. BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly 'Type Type R -value R -value, R -value U -factor Location/Comments Wall Wood R-17. R-4 -21.8 0.050 Door n/a R-0 R-n/a R-0 0.330 Roof n/a R-38 R-n/a R-38 0.029 Floor n/a R-19 R-n/a R-19 0.037 9.0 0.400 0.400 FENESTRATION Front PLAN FRONT, LEFT BACK, BACK LEFT BACK RIGHT, RIGHT FRONT RIGHT FRONT LEFT ENTRY, GARAGE DOOR TO ATTIC, VAULT FLOOR Over - Interior Exterior hang/ Shading Shading Fins Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard �_tandard Standard S.tangard a.;: 4?1k0 t�.dard Standard Slandard Standard Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Area U_ Orientation (sf) Factor SHGC Window Front (S) 16.0 0.400 0.400 Window Front (S) 9.0 0.400 0.400 Window Front (S) 16.0 0.400 0.400 Window Front (S) 4.0 0.400 0.400 Window Front (S) 4.0 0.400 0.400 Window Front (S) 9.0 0.400 0.400 Window Front (S) 9.0 0.400 0.400 Window Front (S) 24.0 0.400 0.400 Window Left (NW) 6.0 0.400 0.400 Window Back (NE) 6.0 0.400 0.4T0Q5t Window Right (E) 9.0 0.400 0.4s� Window Right (E) 6.0 0.400 0.400 PLAN FRONT, LEFT BACK, BACK LEFT BACK RIGHT, RIGHT FRONT RIGHT FRONT LEFT ENTRY, GARAGE DOOR TO ATTIC, VAULT FLOOR Over - Interior Exterior hang/ Shading Shading Fins Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard �_tandard Standard S.tangard a.;: 4?1k0 t�.dard Standard Slandard Standard Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... 3322 SF Res. - Montana Date..07/22/02 16:24:55 MICROPAS6 v6.01 File -02292S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -3322 SF. Res.- Submittal FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Right (E) 12.0 0.400 0.400 Standard Standard Yes Window Right (E) 12.0 0.400 0.400 Standard Standard Yes Window Right (E) 20.0 .0.550 0.650 Standard Standard Yes Window Left (W) 12.0 0.550 0.650 Standard Standard Yes Window Left (W) 20.0 0.550 0.650 Standard Standard Yes Window Left (W) 9.0 0.400 0.400 Standard Standard Yes Window Back (N) 12.0 0.400 0.400 Standard Standard Yes Window Back (N) 12.0 0.400 0.400 Standard Standard Yes Window Back (N) 12.0 0.400 0.400 Standard Standard Yes Window Back (N) 12.0 0.400 0.400 Standard Standard Yes Window Back (N) 28.3 0.400 0.400 Standard Standard Yes Window Back (N) 28.3. 0.400 0.400 Standard Standard Yes Window Back (N) 28.3 0.400 0.400 Standard Standard Yes Window Back (N) 28.3 0.400 0.400 Standard Standard Yes Window Back (N) 12.0 0.400 0.400 Standard Standard Yes Window Back (N) 12.0 0.400 0.400 Standard Standard Yes Window Back (N) 12.0 0.400 0.400 Standard Standard Yes Window Back (N) 9.0 0.400 0.400 Standard Standard Yes Window Back (N) 9.0 0.400 0.400 Standard Standard Yes Window Front (SW) 8.0 0.400 0.400 Standard Standard Yes Window Front (SW) 8.0 0.400 0.400 Standard Standard Yes Window Right (SE) 8.0 0.400 '0.400 Standard Standard Yes Window Right (SE) 8.0 0.400 0.400 Standard Standard Yes HVAC SYSTEMS Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airflow Location R -value Leakage D Type Gas 0.800 AFUE n/a Attic R-4.2 No No Setback ACSplit 12.00 SEER No Attic R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation. Tank Type Heater Type Distribution Type System Factor (gal) R -value .Storage Gas Recirc/Timer 1 .6 50 R- n/a REMARKS BU�C0A INIT V- { BUILD--°tQf .;�NT CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... 3322 SF Res. - Montana Date..07/22/02 16:24:55 MICROPAS6 v6.01 File -02292S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -3322 SF. Res.- Submittal COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance, is submitted for a single building plan to be built in -multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name .... 'MARK + BAB3 F_ M01,7rANA . Name .... Marty Runnells Company. — Company. Energy Calculation Services Address. O W O D Address. 1907 Mangrove Avenue, Suite E O C fn Chico, CA 95926 Phone .... s30 S-91--f-A864- Phone ... 530-894-8466 License. Signed.. Signed.. 7 2a�oL ate ate 7/23/0 z ENFORCEMENT AGENCY Name.... 'Title. Agency.. Phone... Signed.. date bb BUTTE 1011A�� MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... 3322 SF Res. - Montana Date..07/22/02 16:24:55 Project Address FORBESTOWN ROAD ******* OROVILLE *v6.01* Documentation Author... Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 530-894-8466 Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, In.c. MICROPAS6 v6.01 File -022925 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -3322 SF. Res.- Submittal. Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er meat *150(a): Minimum :R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(l): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm,/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form: 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltrati.on Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control. c. Flue damper and control 2. No continuous burning gas pilots allowed. BSE ^gip any BUIU !"jwfT 30: APPROVE Building Permit f Plan Check Date Field Check/ Date Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, In.c. MICROPAS6 v6.01 File -022925 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -3322 SF. Res.- Submittal. Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er meat *150(a): Minimum :R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(l): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm,/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form: 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltrati.on Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control. c. Flue damper and control 2. No continuous burning gas pilots allowed. BSE ^gip any BUIU !"jwfT 30: APPROVE MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... 3322 SF Res. - Montana Date..07/22/02 16:24:55 MICROPA86 v6.01 File -022925 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -3322 SF. Res.- Submittal - SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating anal/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. I./ 150(1): Setback thermostat on all applicable heating and/or cooling systems. ✓ 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet -of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined -internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated: 6. Piping insulated between heating source and indirect hot water tank. ,l *150(m): Ducts and Fans I. All ducts and plenums installed, sealed and in- - sulated, to meet the requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust •f -an systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. ✓ 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric - resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between falter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. N41 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burniVJTTE ®UNi'Y MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.......... 3322 SF Res. - Montana Date..07/22/02 16:24:55 MICROPAS6 v6.01 -File-02292S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -3322 SF. Res.- Submittal pilot light (Exception: Non -electrical cooking appliances with pilot e 150 Btu/hr). LIGHTING MEASURES Design- Enforce- er ment 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. ,l 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.;:and recessed ceiling fixtures are IC (insulation cover) approved. B I #;= gyp 't A rm H COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... 3322 SF Res. - Montana Date..07/22/02 16:24:55 Project Address FORBESTOWN ROAD ******* OROVILLE *v6.01* Documentation Author... Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 530-894-8466 Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -02292S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -3322 SF. Res.- Submittal Zone Type Energy Use (kBtu/sf -yr) MICROPAS6 ENERGY USE SUMMARY Standard Design Proposed Compliance Design 'Margin Space Heating.......... Building Permit Plan Check Date Field -Check/ Date Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -02292S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -3322 SF. Res.- Submittal Zone Type Energy Use (kBtu/sf -yr) MICROPAS6 ENERGY USE SUMMARY Standard Design Proposed Compliance Design 'Margin Space Heating.......... 15.21 12.44 2.77 Space Cooling.......... 10.78 12.22 -1.44 Water Heating.......... 8.57 9.01 -0.44 Total 34.56 33.67 0.89 HOUSE Residence *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type.............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones.... Conditioned Volume.......... Slab -On -Grade -Area ......... Glazing.Percentage.......... Average Glazing U -factor.:: Average Glazing SHGC....... Average Ceiling Height..... 3324 sf Single Family Detached New Front Facing 180 deg (S) 1 1 ReducedYear Raised Floor 1 31607 cf 0 sf 13.5 % of floor area 0.42 Btu/hr-sf-F 0.43 9.5 ft BUILDING ZONE INFORMATION Floor # of Area Volume Dwell Cond- Thermostat (sf) (cf) Units itioned Type Vent Vent Air Height Area Leakage .(ft) (sf) Credit 3324 31607 1.00 Yes Setback 2.0 Standard No Blul T Ti BUILMING DEPARTMENT J s j ei` COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... 3322 SF Res. - Montana Date..07/22/02 16:24:55 MICROPAS6 v6.01 File -_022925 Wth-CTZ11S92 Program -FORM C -2R User##-MP1333 User -Energy Calculation Servic Run -3322 SF. Res.- Submittal OPAQUE SURFACES FENESTRATION SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) factor R-val Azm Tilt Gains Reference Comments HOUSE HOUSE 1 Wall 600 0.050 21.8 180 90 Yes WALL.R19.R4 PLAN FRONT 2 Door 20 0.330 0 180 90 Yes None ENTRY . 3 Door 20 0.330 0 270 90 No None GARAGE DOOR 4 Wall 207 0.050 21.8 270 90 Yes WALL.R19.R4 LEFT 5 Wall 279 0.050 21.8 270 90 No WALL.R19.R4 LEFT 6 Wall 430 0.050 21.8 0 90 Yes WALL.R19.R4 BACK 7 Wall 47 0.050 21.8 135 90 Yes WALL.R19.R4 BACK LEFT 8 Wall 47 0.050 21.8 225 90 Yes WALL.R19.R4 BACK RIGHT 9 Wall 468 0.050 21.8 90 90 Yes WALL.R19.R4 RIGHT 10 Wall 26 0.050 21.8 315 90 Yes WALL.R19.R4 FRONT RIGHT 11 Wall 26 0.050 21.8 45 90 Yes WALL.R19.R4 FRONT LEFT 12 Door 20 0.330 0 270 90 Yes None GARAGE DOOR 13 Roof 3321 0.029 38 n/a 0 Yes None TO ATTIC 14 Roof 310 0.029 38 180 14 Yes None VAULT 15 Floor 3321 0.037 19 n/a 0 Yes None FLOOR FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (S) 16.0 0.400 0.400 180 90 Standard/0.76 Standard/0.68 2 Window Front (S) 9.0 0.400 0.400 180 90 Standard/0.76 Standard/0.68 3 Window Front (S) 16.0 0.400 0.400 180 90 Standard/0.76 Standard/0.68 4 Window Front (S) 4.0 0.400 0.400 180' 90 Standard/0.76 Standard/0.68 5 Window Front (S) 4.0 0.400 0.400 180 90 Standard/0.76 Standard/0.68 6 Window Front (S) 9.0 0.400 0.400 180 90 Standard/0.76 Standard/0.68 7 Window Front (S) 9.0.0.400 0.400 180 90 Standard/0.76 Standard/0.68 8 Window Front (S) 24.0 0.400 0.400 180 90 Standard/0.76 Standard/0.68 9 Window Left (NW) 6.0 0.400 0.400 315 90 Standard/0.76 Standard/0.68 10 Window Back (NE) 6.0 0.400 0.400 45 90 Standard/0.76 Standard/0.68 11 Window Right (E) 9.0 0.400 0.400 90 90 Standard/0.76 Standard/0.68 12 Window Right (E) 6:0 0.400 0.400 90 90 Standard/0.76 Standard/0.68 13 Window Right (E) 12.0 0.400 0.400 90 90 Standard/0.76 Standard/0.68 14 Window Right (E) 12.0 0.400 0.400 90 90 Standard/0.76 Standard/0.68 15 Window Right (E) 20.0-0.550'0.650 90 90 Standard/0.76 Standard/0.68 16 Window Left (W) 12.0 0.550 0.650 270 90 Standard/0.76 Standard/0.68 17 Window Left (W) 20.0 0.550 0.650 270 90 Standard/0.76 Standard/0.68 18 Window Left (W) 9.0 0.400 0.400 270 90 Standard/0.76 Standard/0.68 19 Window Back (N) 12.0 0.400 0.400 0 90 Standard/0.76 Standard/0.68 20 Window Back (N) 12.0 0.400 0.400 0 90 Standard/0.76 Standard/0.68 21, Window Back (N) 12.0 0.400 0.400 0 90 Standard/0.76 Standard/0.68 22 Window Back (N) 12.00.400 0.400 0 90 Standard/0.76 Standard/0.68 23 Window Back (N) 28.3 0.400 0.400 0 90 Standard/0.76 Standard/0.68 24 Window Back (N) 28.3 0.400 0.400 0 90 Standard/0.76 Standard/0.68 25 Window Back (N) 28.3 0.400 0.400 0 90 Standard/0.76 Standard/0.68 26 Window Back (N) 28.3 0.400 0.400 0 90 Stand �lF/0 76 t�;a3r,4ard/0.68 27 Window Back (N) 12.0 0.400 0.400 0 90 Stane-VAI/647.6®�Starndard/0.68 28 Window Back (N) 12.0 0.400 0.400 0 90 TdaXd'/01776' S:tandavd/-0.68 ems, �P�C A d APP�V COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... 3322 SF Res. - Montana Date..07/22/02 16:24:55 MICROPAS6 v6.01 File -022925 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -3322 SF. Res.- Submittal FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC 29 Window Back (N) 12.0 0.400 0.400 0 90 Standard/0.76 Standard/0.68 30 Window Back (N) 9.0 0.400 0.400 0 90 Standard/0.76 Standard/0.68 31 Window Back (N) 9.0 0.400 0.400 0 90 Standard/0.76 Standard/0.68 32 Window Front (SW) 8.0 0.400 0.400 225 90 Standard/0.76 Standard/0.68 33 Window Front (SW) 8.0 0.400 0.400 225 90 Standard/0.76 Standard/0.68 34 Window Right (SE) 8.0 0.400 0.400 135 90 Standard/0.76 Standard/0.68 35 Window Right (SE) 8.0 0.400 0.400 135 90 Standard/0.76 Standard/0.68 OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Window 16.0 n/a 4 2 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 9.0 n/a 3 2 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 16.0 'n/a 4 2 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 4.0 n/a 3 2 2.5• n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 4.0 n/a 3 2 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 9.0 n/a 3 2 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 9.0 n/a 3 2 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 24.0 n/a 3 2 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 6.0 n/a 3 2 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 6.0 n/a 3 2 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 9.0 n/a 3 2 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 6.0 n/a 2 2 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 12.0 n/a 4 2 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 12.0 n/a 4 2 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 20.0 n/a 6.7 20 0 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 12.0 n/a 4 17 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 20.0-n/a 6.7 20 0 n/a n/a n/a n/a n/a n/a n/a -n/a 18 Window 9.0 n/a 3 2 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 12.0 n/a 4 4 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 12.0 n/a 4 4 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 21 Window 12.0 n/a 4 4 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 22 Window 12.0 n/a 4 4 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 23 Window 28.3 n/a 5.7 14 0 n/a n/a n/a n/a n/a n/a n/a n/a 24 Window 28.3 n/a 5.7 14 0 n/a n/a n/a n/a n/a n/a n/a n/a 25 Window 28.3 n/a 5.7 14 0 n/a n/a n/a n/a n/a n/a n/a n/a 26 Window 28.3 n/a 5.7 14 0 n/a n/a n/a n/a n/a n/a n/a n/a 27 Window 12.0 n/a 4 4 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 28 Window 12.0 n/a 4 4 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 29 Window 12.0 n/a 4 4 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 3'0 Window 9.0 n/a 3 16 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 31 Window 9.0 n/a 3 16 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 32 Window 8.0 n/a 4 5.5 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 33 Window 8.0 n/a 4 5.5 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 34 Window 8.0 n/a 4 5.5 2.5 n/a n/a n/a a n/a n/a n/a n/a 35 Window 8.0 n/a 4 5.5 2.5 n/a n/a n/aT (;q /a n/a BUILDING DEPARThlEN, A COMPUTER METHOD SUMMARY Page 4 C -2R MICROPAS6 v6.01 File -02292S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -3322 SF. Res.- Submittal System Type HOUSE Gas ACSplit Tank Type HVAC SYSTEMS Refrigerant Tested Minimum Charge and Duct Duct Duct Efficiency Airflow Location R -value Leakage 0.800 AFUE n/a Attic R-4.2 No 12.00 SEER No Attic R-4.2 No WATER HEATING SYSTEMS ACCA Manual Duct D Eff No 0.737 No 0.645 Number Tank External in Energy Size Insulation Heater Type Distribution Type System Factor (gal) R -value 1 Storage . Gas Recirc/Timer 1 .6 50 R- n/a REMARKS BUTTE MUM Aprv R^VEU £, CONSTRUCTION ASSEMBLY Page 1 3R Project Title.......... 3322 SF Res. - Montana Date..07/22/02 16:24:55 MICROPAS6 v6.01 File -022925 Wth-CTZ11S92 Program -FORM 3R User##-MP1333 User -Energy Calculation Servic Run -3322 SF. Res.- Submittal t 1.9 OF CONSTRUCTION COMPONENTS r 3 Material Sketch of Construction Assembly Parallel Path Method ' Reference Name . WALL.R19.R4 Description .... Wall R-19 w/R-4 Rig. 16oc Type ..:...... Wall R -Value ........ 21.8 Hr-sf-F/Btu Framing Material ..... FIR.2X6 Type .......... Wood Description .. 2x6 fir Spacing ...... 16 inches on center Framing Frac.. 0.15 LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value R -Value 0. FILM.EX Exterior air film: winter value 0.17 0.17 l: S'TUCCO.0.88 0.875 in stucco 0.17 0'°.17 2. R 4.0 RIGID R-4.0 Insulated Sheathing 4.00 4.00 3c. BATT.R19 R-19 batt insul (cavity = 5.5 in) 17.80 -- 3f. F'IR.2X6 2x6 fir -- 5.45 4. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values 23.27 10.92 'R.AMING ADJUSTMENT CALCULATION Cavity Framing Total 7 -Factor: (1 / 23.27 x 0.85) + (1 / 10.92 x 0.15) = 0.050 Btu/hx--sf-F ['otal R -Value: 1 / 0.050 = 19.90 hr-sf-F/Btu BUTTE ^0U TY BUILDING DEPA, RTIRIVI?ENIT A'PROY ED HVAC SIZING Page 1 HVAC Project Title.......... 3322 SF Res. - Montana Date..07/22/02 16:24:55 Project Address........ FORBESTOWN ROAD ******* OROVILLE *v6.01* Documentation Author... Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 530-894-8466 Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6.v6.01 File -02292S Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -3322 SF. Res.- Submittal GENERAL INFORMATION Floor Area ................. Volume ...................... Front Orientation.......... Sizing Location......... . Latitude. ............... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used..'.... Latent Load Fraction....... Description 3324 sf 31607 cf Front Facing 180 OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar .................... Infiltration ...................... Internal Gain .................... Ducts............................. Sensible Load .................... Latent Load ...................... Minimum Total Load deg (S) Heating Cooling (Btuh) (Btuh) 14197 7679 Building Permit Plan Check Date Field Check/ Date Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6.v6.01 File -02292S Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -3322 SF. Res.- Submittal GENERAL INFORMATION Floor Area ................. Volume ...................... Front Orientation.......... Sizing Location......... . Latitude. ............... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used..'.... Latent Load Fraction....... Description 3324 sf 31607 cf Front Facing 180 OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar .................... Infiltration ...................... Internal Gain .................... Ducts............................. Sensible Load .................... Latent Load ...................... Minimum Total Load deg (S) Heating Cooling (Btuh) (Btuh) 14197 7679 7517 4886 n/a 4465 17978 7381 n/a 2325 3969 2674 43662 29410 n/a 5882 43662 35292 Note: The loads shown are.only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside 'air, outdoor design temperatures, coil sizing, availability of equipment,' oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. BUTTE COUNTY P J CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R ------------------------------------------------------- Project Title.......... CUSTOM HOME Date..06/20/02 12:23:06 Project Address........ LOT 74 RIDGELINE CT.******* ---------------- --- OROVILLE *v6.01* ea - "3� Documentation Author... MARTIN ALVIS ******* ; Building Permit # Alvis Heating and Air P.O. Box 5127 Plan Check / Date Oroville, CA 95966 530-534-8491 ; Field Check/ Date Climate Zone........... 11 ______________ Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. ------------------------------------------------------ MICROPAS6 v6.01 File-ORS2361N Wth-CTZ1lS92 Program -FORM CF -1R User#-MP2308 User -Alvis Heating and Air Run-HOUSE ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Conditioned Floor Area..... Building Type............... Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 2361 sf Single Family Detached New Front Facing 0 deg (N) 1 1 Slab On Grade 14.9 % of floor area 0.41 Btu/hr-sf-F 0.47 10 ft BUILDING SHELL INSULATION ------------------------- Component Frame Cavity Sheathing Total Assembly Interior Type Type R -value R -value R -value U -factor Location/Comments ------------ Wall ------- Wood -------- R-13 -------- R-0 ------- rk-13, ------- 0.088 ------------------------ OUTSIDE, GARAGE ------- 0.,370 ------ 0.350 --------------- Standard -------------- Standard ----- None Window CORNER WALL Roof Wood R-11 R-27 R-' 8 0.025 ATTIC Door None R-0 R-0 R --O 0.330 SOLID WOOD S1abEdge None R-0 R-0 (N) F2=0.760 TO OUTSIDE S1abEdge None R-0 R-0 Window F2=0.510 TO GARAGE FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins -------------------- Window Front (N) ----- 20.0 ------- 0.,370 ------ 0.350 --------------- Standard -------------- Standard ----- None Window Front (N) 20.0 0.37,0 0.350 Standard Standard None Window Front (N) 5.5 0.350 0.350 Standard Standard None Window Front (N) 5.5 0.350; 0.350 Standard Standard None Window Front (N) 15.0 0.370) 0.350 Standard Standard Yes Window Front (N) 15.0 0.3701 0.350 Standard Standard Yes Window Front (N) 3.0 0_350 0.350 Standard Standard Yes Window Front (N) 3.0 0�356 0.350 Standard Standard Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R ----------------------------------------- Project Title.......... CUSTOM HOME Date..06/20/02 12:23:06 ---------------------------------------------- MICROPAS6 v6.01 File-ORS2361N Wth-CTZ11S92 Program -FORM CF -1R User#-MP2308 User -Alvis Heating and Air Run-HOUSE ------------------------------------------------------------------------------- FENESTRATION ----------- U- Factor SHGC 0. 0. 0. 0! 0�� 0 X37 0 J37 0, 37 0L35, 0.58 0 ./5 8 0.35 0.37 0.57 0.37 0. 5�,8 0.5,8 0 0.350 0 0.350 0 0.350 0 0.350 0 0.350 01 0.350 01 0.350 0,. 0.350 0 0.350 0 0.350 0 0.350 0 0.350 0 0.350 0 0.900 0 0.900 0 0.350 0 0.350 0 0.670 0 0.350 0� 0.900 0 0.900 Interior Shading --------------- Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard SLAB SURFACES ------------- Area Slab Type (sf) ---------------- ------ Standard Slab 2361 HVAC SYSTEMS Exterior Shading Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Over- hang/ Fins Yes Yes Yes None None None None Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Refrigerant Area Orientation ACCA (sf) Window Front (N) 6.0 Window Front (N) 6.0 Window Front.(N) R -value 5.5 Window Front (N) 20.0 Window Front (N) 20.0 Window Front (N) 5.5 Window Front (N) 5.5 Window Left (E) 12.0 Window Left (E) 8.0 Window Left (E) 15.0 Window Left (E) 15.0 Window Back (S) 20.0 Window Back (S) 4.0 Door Back (S) 20.0 Door Back (S) 20.0 Window Back (S) 6.0 Window Back (S) 20.0 Window Back (S) 4.0 Window Back (S) 17.5 Door Right (W) 17.0 Door Right (W) 17.0 FENESTRATION ----------- U- Factor SHGC 0. 0. 0. 0! 0�� 0 X37 0 J37 0, 37 0L35, 0.58 0 ./5 8 0.35 0.37 0.57 0.37 0. 5�,8 0.5,8 0 0.350 0 0.350 0 0.350 0 0.350 0 0.350 01 0.350 01 0.350 0,. 0.350 0 0.350 0 0.350 0 0.350 0 0.350 0 0.350 0 0.900 0 0.900 0 0.350 0 0.350 0 0.670 0 0.350 0� 0.900 0 0.900 Interior Shading --------------- Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard SLAB SURFACES ------------- Area Slab Type (sf) ---------------- ------ Standard Slab 2361 HVAC SYSTEMS Exterior Shading Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Over- hang/ Fins Yes Yes Yes None None None None Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type ------------ Efficiency ------------ Airflow Location ------- R -value Leakage D Type Furnace 0.800„_AFUE ----------- n1 /a Attic ------- R-4.2 ------- No. ------ No ---------- Setback ACSplit 12.00 SEER=-- =No Attic R-4.2 No No Setback A CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... CUSTOM HOME Date 06%20/02 12:23:06 --------------------------------------------------- MICROPAS6 v6.01 File-ORS2361N Wth-CTZ11S92 Program -FORM CF -1R User#-MP2308 User -Alvis Heating and Air Run-HOUSE -------------------------------------------------------------------------------= WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value S t o r a g e Gas __ Standard REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 4 CF -1R ------------------------------------ Project Title.......... CUSTOM HOME Date..06/20/02 12:23:06 ------------------------------------------------------ MICROPAS6 v6.01 File-ORS2361N Wth-CTZ11S92 Program -FORM CF -1R User#-MP2308 User -Alvis Heating and Air Run-HOUSE ------------------------------------------------------------------------------- COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the building features and performance specifications needed to comply with Title-24,*Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... STEVE'ORSILLO Name.... MARTIN ALVIS Company. ORSILLO CONST. Company. Alvis Heating and Air Address. 29 RIDGEVIEW Address. P.O. Box 5127 OROVILLE CA. 95966 Oroville, CA 95966 Phone... 530-589-4202 Phone... 530-534-8491 License. B542034 Signed.. Signed.. (date) (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R ----------------------------------------- Project Title.......... CUSTOM HOME Date..06/20/02 12:23:06 Project Address........ LOT 74 RIDGELINE CT. ******* --------------------- OROVILLE *v6.01* Documentation Author... MARTIN ALVIS ******* Building Permit # Alvis Heating and Air P.O. Box 5127 ; Plan Check / Date Oroville, CA 95966 530-534-8491 Field Check/ Date Climate Zone........... 11 -__--__-__ Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. ------------------------- MICROPAS6 v6.01 File-ORS2361N Wth-CTZ11S92 Program -FORM MF -1R User#-MP2308 User -Alvis Heating and Air Run-HOUSE ------------------------------------------------------------------------------- Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES -------------------------- Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. ✓ 150(b): Loose fill insulation manufacturer's labeled R -Value. �- *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors._ 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. kjA- 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. ✓ 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R ---------------------------------------- Project Title.......... CUSTOM HOME Date..06/20/02 12:23:06 --------- ------------ --------------- --------------------------------- MICROPAS6 v6.01 File-ORS2361N Wth-CTZ11S92 Program -FORM MF -1R ; User#-MP2308 User -Alvis Heating and Air Run -HOUSE ------------------------------------------------------------------------------- b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission: 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 150(1): Setback thermostat on all applicable heating and/or / cooling systems. ✓ 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sections 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints, and seams of duct systems and their components shall not be sealed with cloth backed rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-o,ff switch, weatherproof operating instructions, no electric MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R ----------------------------------- Project Title.......... CUSTOM HOME Date..06/20/02 12:23:06 ---------------------------------------------------- MICROPAS6 v6.01 File-0RS2361N Wth-CTZ11S92 Program -FORM MF -1R User#-MP2308 User -Alvis Heating and Air Run -HOUSE ------------------------------------------------------------------------------- resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation / pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances / with pilot < 150 Btu/hr). ✓ LIGHTING MEASURES ----------------- Design- Enforce- er ment 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures / are IC (insulation cover) approved. v September 19, 2002 Mark Montana PO Box 5487 Oroville, CA 95966 Charles Roberts, C.E. RCE 3060 Thorntree, Suite.10 Chico, CA 95973 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 073-120-053 Building Permit Number: 02-2582 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. STRUCTURAL COMMENTS: 1. Provide structural calculations for (BOTH) retaining walls. 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 either non-structural or structural items, ask for Keith; if after September. 23`d, ask for Linda for non-structural items or Philo for structural. 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. Keith Long, Architect Plans Examiner Consultant Attach: Plan Response Forms to RCE 1 of 1 r . PROJECT PROCESSING RECORD APPLICANT:6APIF'T �t nn�� OWNER: - , fr.V-^ e PERhM # o i -'I S if 2, A't so d A. P. #: 3 - t z._c� - a C3 WORK DESCRIPTION: t Li r cs t Rs� DATE • D ON OF STEP . ' � r to r� _OLV-d i-� 4 l G j � ' September 19, 2002 Mark Montana PO Box 5487 Oroville, CA 95966 Charles Roberts, C.E. RCE 3060 Thorntree, Suite 10 Chico, CA 95973 • Department of Development Services Assessor Parcel Number: 073-120-053 Building Permit Number: 02-2093 Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 5 40 F 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: -:F.' Provide fireplace listing, or require the listing and installation instructions be at the jobsite for.review by the County inspector. }2. Show attic access hatch. 3=, Specify total btuh demand for both water heaters shown. Please provide seismic straps and specify combustion air (per item #3) for water heaters. Please call out all exterior finishes on the Exterior Elevations. If stucco exterior walls, specify use of weep screeds 4" minimum clearance to earth, 2" minimum to paving. Show site drainage away from both structures on four sides, especially the uphill side. Please specify tempered glazing at the entry sidelights. Please specify 5/8" type X gypboard at the Garage/Residence common wall, floor to roof sheathing. Sheet Al. 1: show the rear deck, supports, railings (with specifications) on the East, North and West Elevations. pF-Gl.0: the Foundation Plan is incomplete. Call out slab, underlayment, stem walls, f foundation widths and depths, reinforcing, etc. See also Structural item #10 below. G1.0: what is the function of the 5'-8" x 59'-8" foundation? Attach TPI bracing criteria to the truss calculations. 1 of 2 STRUCTURAL COMMENTS: 1. Please specify that the special inspector must be approved by the County prior to the issuance of a permit. 2. Treat the Garage as a separate diaphragm. Specify all top plate splices, drags, straps, etc. on the Roof Framing Plan (typical). 3. Sheet 52.2 refers to S 1.1 (none) note 1.16 (none) for design load. 4. Provide a soils report justifying use of 2,000 psf allowable soil bearing pressure. 5. Please specify cmu quality assurance method per UBC 2105. 6. Sheet 52.1: SW 3 at the Garage common wall, back, should read 12'-0", not 15'-0". 7. Please provide three ties at 1-1/2" o. c. at the top of the caisson, det. 12/55.1. 8. The calculations and roof trusses use 40 psf snow load, but it is not reflected in the General Design Data, Sheet S1; please correlate. 9. Please specify the length of time required prior to placing backfill on retaining walls. 10. The Garage/Shop is non -conventional. Please provide lateral engineering, address stud wall heights, call out all BWPs, etc. 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 either non-structural or structural items, ask for Keith; if after September 23rd, ask for Linda for non-structural items or Philo for structural. 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. Keith Long, Architect Plans Examiner Consultant Attach: Plan Response Forms to RCE 2 of 2 PROJECT PROCESSING RECORD APPLICANT: OWNER: s c-. ''re PERMff /: d 1- 26 2 A. P. 1: 01-3- 120 - 063 WORK DESCRIPTION: S D• nlFSCR MON OF STEP_ 16 .t PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. If this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. "By others" is not considered a valid response. please indicate your response to each item and the location where the information can be found on the plans/calcs. Arrerw T54TC LADY Tn a rnov nip vnrrR PLAN REVIEW LFTTER AND RETURN WITH REVISED AND ORIGTNei of ewc OWNERS NAM Ma /j a 6e77e Mo e4 71� 4T DATE: /o LOCATION ON PLANS/CALCS: �u�,�l� u� ��1><4•/ .`�l>�e/ul�.T�o�, . � ASSESSORS PARCEL NUMBER PERMIT NUMBER 0�3 -12a-pS.3 o�-,?a l3 RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY: /1�1.Q �� �Q ��7fe /V�o �.�7�zuq LOCATION ON PLANS/CALCS: �u�,�l� u� ��1><4•/ .`�l>�e/ul�.T�o�, . � v- v See Cu f SLi �� �`• A1.0 COMMENTS: V,, eoe w a e . X-rA. PLAN CHECK ITEM # RESPONSE BY: r�- n n 44 /C /3a eA lv/AR/,[ aAq LOCATION ON PLANS/CALCS: -2 COMMENTS: s e S /-ra C / �2 Z " ?D ' r 7"a PLAN CHECK ITEM # 3 RESPONSE BY: rvl 13 M o or 7'a R r LOCATION�ON PLANS/CALCS:. •� /. c7 leg ✓ COMMENTS: O h If 74 l_ 6 / 76). 5-0 K ITEM # MENTS: O Mel r IC /Ve e4 P 74 a s TP o !n C �y LOCATION ON PLANS/CALCS: .� I PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: . COMMENTS: r-, _ L n /_ .��., ..✓,' .% G / . _ <. „I 7 �u� PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. If this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. "By others" is not considered a valid response, please indicate your response to each item and the location where the information can be found on the plans/calcs. ArrerM THTC Cnou Tn s rnOV ng VnI10 DI AN RFVTFW I FrrFR AND RETURN WTrH REVISED AND nRTinTNAI o1 suc OWNERS NAME -- - DATE: - /��/'�� COMMENTS: See S/T2. e ASSESSORS PARCEL NUMBER PERMIT NUMBER v 7 3 - /.Z o'-* G S3 tESPONSE FOR PLAN CHECK LETTER DATED: . 'epi /9, 200 -2 AIA it /-- <'7-P / ii r /,' D Q. / • /-'/) AX A f Zr A 7- fit PLAN CHECK ITEM # RESPONSE BY: A/10/i/ 7 i41VA LOCATION ON PLANS/CALCS: S': /`e ,bra !a a yee ✓�� �.t !� tic 'Plot COMMENTS: See S/T2. e 21-hC,7a 1 f 1 0 A IV u r Lel-/f erveC 62 ,1 PLAN CHECK ITEM # 7 RESPONSE BY: /V1 0• �/f c u iLaiTQ RESPONSE BY: A&1 6e77� /Vl o �%/•r� LOCATION ON PLAPIS/CALCS: 6e�, sly A 1.0 feu , �, COMMENTS: PLAN CHECK ITEM # 8 RESPONSE BY: /V1 0• �/f c u iLaiTQ LOCATION ON P_L�ANS/CALCS: S� SWC d `�v 4 LA COMMENTS: Sly'"" 7" c 12 a PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: PLAN CHECK ITEM # /0 COMMENTS: see h ec. / S ESPONSE BY: / �// �120hlP� T.1 Ca��tu /f/,cy(9rot-F/-.r> .00ATION ON PLANS/CALCS: Aleve sA o -e f S -Z- s- fJQye s . PLAN REVIEW RESPONSE FORM .i order to expedite the review of your plans, please complete the following information and return this form with your ro-submittzl. If :.is form is not complete. as to all correction items, we will not be able to accept your re -submittal for review. ' "am mmt be a valid :sponse to every item requested in our plan' correction letter. "By others" is not considered a valid response., Please mdreaLe your :sponse to each item and the location when the information caa.be found on the plans/calcs. ATTACH THIS FORM TO A COPY Of YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORMOU"L PLANS,. : WNERS NAME DATE: / /11(a14 01412a,ie//� / Qar/CSG/Q 1D1' �'l0• •SSESSORS PARCEL NUMBER PERMIT NUMBER b 73 -l-2D - OS3 ' ESPONSE FOR PLAN CHECK LETTER DATED: 'LAN CHECK ITEM # RESPONSE BY: V B 17 6e 71,e /NIo��'�aua LOCATION ON PLAN=ALCS: :OMMENTS' Q4-G� �lo �re �/ G S'o?: 'LAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: i21ovtd/ a/ Ito '1 717 C, 7La f/`Ce- c C4 les'. : JMMENTS: 2 P . e. A 'LAN CHECK ITEM # RESPONSE BY:. LOCATION ON PLANS/CALCS: :OMMENTS: "LAN CHECK ITEM # RESPONSE.BY: LOCATION ON PLANS/CALCS. OMMENTS: I # RESPONSE BY: �OMMENTS: wt,n i wn v�� r tn��wvnw.r. I September 18, 2002 Mark Montana PO Box 5487 Oroville, CA 95966 Charles Roberts, C.E. RCE 3060 Thorntree, Suite 10 Chico, CA 95973 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 073-120-053 Building Permit Number: 02=2093 anci`02-2106 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: /I' Provide fireplace listing, or require the listing and installation instructions be at the jobsite for review by the County inspector. Show attic access hatch. ,-3! , Specify total btuh demand for both water heaters shown. �! Please provide seismic straps and specify combustion air (per item #3) for water heaters. Please call out all exterior finishes on the Exterior Elevations. If stucco exterior walls, specify use of weep screeds 4" minimum clearance to earth, 2" minimum to paving. Show site drainage away from both structures on four sides, especially the uphill side. Please specify tempered glazing at the entry sidelights. Please specify 5/8" type X gypboard at the Garage/Residence common wall, floor to roof sheathing. R Sheet A1.1: show the rear deck, supports, railings (with specifications) on the East, North _ and West Elevations. l G1.0: the Foundation Plan is incomplete. Call out slab, underlayment, stem walls, foundation widths and depths, reinforcing, etc. See also Structural item #10 below. G1.0: what is the function of the 5'-8" x 59'-8" foundation? Attach TPI bracing criteria to truss calculations. 1 of 2 • �� ATRUCTURAL COMMENTS: 1. Pleases' pecify that the special inspector must be approved by the County prior to the ssuance of a permit. reat the Garage as a separate diaphragm. Specify all top plate splices, drags, straps, etc. on the Roof -Framing Plan (typical). 3., Sheet 52.2 refers to S 1.1 (none) note 1.16 (none) for design load. 4. Provide a soils report justifying use of 2,000 psf allowable soil bearing pressure. 1 5. Please specify cmu quality assurance method per UBC 2105. 6. Sheet 52.1: SW 1 at the rear of the Garage should read 13'-6" in length, not 4'-0". 7. Sheet S2.1: SW 3_at the Garage common wall, back, should read 12'-0", not 15'-0". 8. Please provide three ties at 1-1/2" o.c. at the top of the caisson, det. 12/55.1. 9. The calculations and roof trusses use 40 psf snow load, but it is not reflected in the General Design Data, Sheet S 1; please correlate. 10. Please specify the length of time required prior to placing backfill on retaining walls. 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 either non-structural or structural items, ask for Keith; if after September 23rd, ask for Linda for non-structural items or Philo for structural. 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. Keith Long, Architect Plans Examiner Consultant Attach: Plan Response Forms to RCE 2 of 2 PROJECT PROCESSING RECORD APPLICANT: !V` r`� f"`'�^` OWNER: PERMIT A. P. #: WORK DESCRI MON: a: ikc5 DATE DESCgU=N OF STEP 5:,69`3 kAeo `cce- U �� �:rf i� • . 7TLZ. •a va r ' ATel APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION ATC Special Inspectors List (Revised February 22, 2002) Name Title S. I. Experience Current Certifications William (Bill) President 26 Years ASNT Level III Examiner; ICBO — Welding; AWS — Fors the Level II Welding. Brad Forsythe Vice -President & Dir. 18 Years ACI — Concrete; CPN — Nuclear Gauge. of Operations Charles (Bill) Sr. Engineering 30 Years USDA Certifications: Roads, Aggregate Base & Steele Technician Surfacing, Asphalt Concrete, Asphalt Surface Treatments, Sampling & Testing, Concrete, Bridges & large culverts; CPN — Nuclear Gauge & Radiation Safety Officer. Dennis Lusk Special Inspector 7 Years ACI — Concrete; AWS — Welding; Troxler — Nuclear Gauge. Kevin Coy Special Inspector 1 Year ACI — Concrete; CPN — Nuclear Gauge. Phil Dickinson Special Inspector 5 Years ACI — Concrete; ICBO — Structural Steel, Welding, Masonry. James (Lucas) Special Inspector 7 Years ACI — Concrete; ICBO — Combination Dwelling Insp., Chapman Building Insp., Plumbing Insp., Mechanical Insp., Structural Masonry, Structural Steel & Welding, Reinforced Concrete, Fireproofing; AWS — Welding; Troxler — Nuclear Gauge. Michael Grogan Special Inspector 5 Years ACI — Concrete; ICBO — Structural Steel, Reinforced Concrete, Welding, Masonry; Troxler — Nuclear Gauge. Edward Burner. Special Inspector 15 Years ASNT Level II UT; AWS — Welding; ACI — Concrete; ICBO — Structural Masonry, Reinforced Concrete, Fireproofing; Troxler — Nuclear Gauge. Field Operations / Certified Personnel Reinforcing / Concrete: Epoxied Anchors: Welding: High Strength Bolting: Masonry: Fireproofing: Shear / Roof Nailing: Grading, Excavation, Filling: P. Dickinson, B. Steele, E. Burner, M. Grogan, D. Lusk, L. Chapman, B. Forsythe, K. Coy P. Dickinson, B. Steele, M. Grogan, D. Lusk, E. Burner, L. Chapman, B. Forsythe D. Lusk, E. Burner, M. Grogan, L. Chapman, W. Forsythe, P. Dickinson D. Lusk, E. Burner, P. Dickinson, M. Grogan, L. Chapman, B. Steele E. Burner, M. Grogan, P. Dickinson, L. Chapman L. Chapman, E. Burner P. Dickinson, L. Chapman, M. Grogan, E. Burner B. Steele, M. Grogan, B. Forsythe, P. Dickinson, E. Burner, L. Chapman, K. Coy 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 APPLIED TESTING CONSULTANTS AR1V1i1fflWTC MATERIALS ENGINEERING TESTING AND INSPECTION September 3, 2002 Mark & Babette Montana P.O. Box 5487 Oroville, CA 95966 Re: Montana Residence Building Pad Certification — Oroville, CA Gentlemen: We have completed compaction testing and monitoring on the building pads for the Montana Residence located off Forbestown Road, in Oroville, CA. Prior to any fill placement the pads were excavated down to firm native, undisturbed ground, and moisture conditioned and compacted. The -building pads were designed split level (three levels) to accommodate the foundation and supporting structure for the completed residence. The building pads were constructed with native material and tested and monitored in one -foot. lifts to finished 'grade. The upper pad elevation was approximately twenty -feet above the surrounding ground, on the down slope side.* 'Some lifts were too rocky to perform any conventional testing procedures and backfill was monitored only. The fills were monitored and tested to finished pad grade from 07/25/02 to 08/14/02. The nuclear density test data sheets and moisture density curves, per ASTM 1557, are attached. Based on the test data compiled on this project.and witnessing most of the earthwork operations, we certify per Article 3, Sections 6735.5 and 6735.6a of the Business and Professions Code that the pads were properly moisture conditioned and compacted in accordance with Chapters 18 and 33 of the ' 1997 Uniform Building Code and the geotechnical investigation report dated 07/22/02 prepared by ATC.. Applied Testing Consultants is not a licensed surveyor. We. do not verify or certify grades or elevations. Test elevations are derived from information provided by the contractor and/or the client. Applied Testing Consultants is not the foundation design engineer for this project. Designs for consolidation, differential settlement and bearing on fill materials are by others. Thank you for using ATC to provide this service for Of 'M you have any questions regarding our services described above. ' Ve ruly yours, �j a es t e� Senior Engineering Technician %t4s41W Charl C-038692 Exp. 03/31/05 Staff Engineer 3060Thorntree Drive, Ste. 10 Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 STRUCTURAL CALCULATIONS RCE fob #2002.033 for Mark K Babette Montana Montana Garage A.P. # 037-120-053 Butte Co. CA Calculation Index: Page # • Project Layout I • Lateral Analysis L1 — L7 • Beam Analysis BI — B3 • . Footing Analysis Fl — F3 Rev. 0 10/03/02 Initial Issue , cam Q. CIVIL — STRUCTURAL ENGINEERING SURVEYING 1060 Thorntree Dr. Suite #10 - Chico, CA 95973 'hone: (530) 894-8833 - Fax: (530) 894-8882 fax cj(@r-c-e.com - htip://www.r-c-e.com MONTANA GARAGE JOB #2002.055 Fage ASSUMED NORTH � &i d, SHEAR WALL, BEAM a FOOTING LAYOUT aJ 99 y 10/3/2002 - Lateral Analysis - Montana Res - R.C.E. Job 2002.033 Gravity Loads: Roof Dead Load Slope= 6 to 12 Roof Live Load 1/2" OSB Ply. 1.7 psf Comp Rooflng 5.0 psf Trusses @ 24" o.c. 5.0 psf 5/8" Gyp. 2.8 psf Insul. 1.0 psf Misc. 1.5 psf ota (sloped) ps ota onz ps Illotalaxia ps now ps Wall Dead Load Stucco 7.0 psf (exterior) 3/8 Ply. 1.8 psf 2x6 Framing @ 16" o.c. 1.7 psf Gyp. 2.2 psf Insul. 1.0 psf Misc. 1.3 psf ota ps Wall Dead Load 2x6 Framing @ 16" o.c. 1.7 psf (interior) Gyp. 2 sides 4.4 psf Misc. 1.9 psf ota ps Copyright 2001 - Spyder Software ? L�- 10/3/2002 - Lateral Analysis - Montana Res - R.C.E. job 2002.033 UBC Wind Loads -- Method 1 Tributary Wind Speed: 75 mph @ Wall Lines 1-2 (@ ridge) Area Exposure: C p= Ce*Cq•gsol 9.50 where; 12.2 psf = 116 lbs. (IWW) @ 0 to 15' 2.50 Ce = 1.06 @ 0 to 15' IWW OLW IWR OWR OLR OPR Ce = 1.13 @ 15 to 20' p= 12.2 7.6 4.6 13.7 10.7 10.7 psf - @ 0 to 15' Ce = 1.19 @ 20 to 25' p= 13.0 8.1 4.9 14.6 11.4 11.4 psf - @ 15 to 20' Ce = 1.23 @ 25 to 30' p= 13.7 8.6 5.1 15.4 12.0 12.0 psf - @ 20 to 25' Ce = 1.31 @ 30 to 40' p= 14.2 8.9 5.3 15.9 12.4 12.4 psf - @ 25 to 30' Ce = 1.43 @ 40 to 60' p= 15.1 9.4 5.7 17.0 13.2 13.2 psf - @ 30 to 40' Cq = 0.8 (IWW) Inward @ Windward Wall p=1 16.51 10.31 6.21 18.51 14.4 14.4 psf - @ 40 to 60' Cq = 0.5 (OLW) Outward @ Leeward Wall 12.2 psf = 73 lbs. (IWW) @ 0 to 15' Cq = 0.3 (IWR) Inward @ Windward Roof 13.0 psf = 0 lbs. (IWW) @15 to 20' Mean Roof Height = 15.5 feet Cq = 0.9 (OWR) Outward @ Windward Roof 7.7 psf = 46 lbs. (OLW) @ 0 to 15' Uplift Pressure = 10.8 psf Cq = 0.7 (OLR) Outward @ Leeward Roof 4.6 psf = 14 lbs. (IWR) @ 0 to 15' Cq = 0.7 (OPR) Outward @ Parallel To Ridge 10.8 psf = 32 lbs. (OLR) @ 15 to 20' qs = 14.4 psf Fp = 165 pif - horiz. I = 1 Importance Factor Roof Slope = 6 Rise to 12 Horiz. Roof Wind Loading Tributary Normal Resultant Horizontal @ Wall Lines 1-2 (@ eave) Area Pressure Force 4.50 feet @ 12.2 psf = 55 lbs. (IWW) @ 0 to 15' 0.00 feet @ 13.0 psf = 0 lbs. (IWW) @15 to 20' Mean Roof Height = 9.0 feet 4.50 feet @ 7.6 psf = 34 lbs. (OLW) @ 0 to 15' Uplift Pressure = 10.7 psf 0.00 feet @ 4.6 psf = 0 lbs. (IWR) @ 0 to 15' 0.00 feet @ 10.7 psf = 0 lbs. (OLR) @ 0 to 15' Fn = 1 89 olf - horiz. Wind Loading Tributary Normal Resultant Horizontal @ Wall Lines 1-2 (@ ridge) Area Pressure Force 9.50 feet @ 12.2 psf = 116 lbs. (IWW) @ 0 to 15' 2.50 feet @ 13.0 psf = 33 lbs. (IWW) @15 to 20' Mean Roof Height = 15.5 feet 12.00 feet @ 7.7 psf = 92 lbs. (OLW) @ 0 to 15' Uplift Pressure = 10.8 psf 0.00 feet @ 4.6 psf = 0 lbs. (IWR) @ 0 to 15' 0.00 feet @ 10.8 psf = 0 lbs. (OLR) @ 15 to 20' Fp = 241 plf - horiz. Roof Wind Loading Tributary Normal Resultant Horizontal @ Wall Lines 1-3 Area Pressure Force 6.00 feet @ 12.2 psf = 73 lbs. (IWW) @ 0 to 15' 0.00 feet @ 13.0 psf = 0 lbs. (IWW) @15 to 20' Mean Roof Height = 15.5 feet 6.00 feet @ 7.7 psf = 46 lbs. (OLW) @ 0 to 15' Uplift Pressure = 10.8 psf 3.00 feet @ 4.6 psf = 14 lbs. (IWR) @ 0 to 15' 3.00 feet @ 10.8 psf = 32 lbs. (OLR) @ 15 to 20' Fp = 165 pif - horiz. Copyriglyt 2001 Spyder Software 10/3/2002 - Lateral Analysis - Montana Res - R.C.E. job 2002.033 1997 UBC Seismic Loads - Static Force Procedure 4 V = (Cv*I)/(R*T) *W = 0.439 *W (Eqn 30-4) V = (2.5*Ca*I)/R *W = 0.164 *W (Eqn 30-5) V = 0.1 1 *Ca*I *W = 0.059 *W (Eqn 30-6) p= 0.164 *W (Eqn 30-5) governs IUse 25% of Snow Load in the Seismic Seismic Roof Loading Lines 1 to 2 (Between B U C) V 208 p - z. LILT I q9 pit - horiz. -W%5 Seismic Roof Loading Lines 1 to 3 (Between A az B) V = f 96 plf - i AQ n f - Seismic Roof Loading Lines A to B V 186 p onz. LILT 13 3 p ora. Seismic Roof Loading Lines B to C V =p onz. UET I Z44 pit - honz. Copyright 2001 - Spyder Software where; Z = 0.3 Zone 3 1 = 1.00 Importance Factor lin = 25 feet R = 5.5 Plywood Shear Walls Soil Profile Type. Sp Seismic Source Type A Closest Distance Seismic Source n/a km Ct = 0.02 All other Buildings Foot print area, AB= 3400 ft` T = 0.224 (Method A) Ca = 0.36 Table 16-Q Cv = 0.54 Table 16-R Na = 1.00 Table 16-S Nv = 1.00 Table 16-T W = Building Weight Tributary Weights = 38.00 feet of Roof @ 9.00 feet of Ext. Wall @ 4.50 feet of Int. Wall @ 38.00 feet of Snow @ Tributary Weights = 14.00 feet of Roof @ 12.00 feet of Ext. Wall @ 0.00 feet of Int. Wall @ 14.00 feet of Snow @ Tributary Weights = 33.00 feet of Roof @ 12.00 feet of Ext. Wall @ 0.00 feet of Int. Wall @ 33.00 feet of Snow @ Tributary Weights = 32.00 feet of Roof @ 9.00 feet of Ext. Wall @ 0.00 feet of Int. Wall @ 32.00 feet of Snow @ 19.01 psf 15.00 psf 8.00 psf 10.00 psf 19.01 psf 15.00 psf 8.00 psf 10.00 psf 19.01 psf 15.00 psf 8.00 psf 10.00 psf 19.01 psf 15.00 psf 8.00 psf 10.00 psf 10/3/2002 - Lateral Analysis -Montana Res - R.C.E. Job 2002.033 91-4 Copyright 2001 - Spyder Software Lateral Load Summary Roof Level Loadings Wall Line ID Tributary Length (ft.) Unit Loads Seismic Wind (p.l.f.) (p.l.f.) Wall Loads Seismic Wind (kips) (kips) Controlling Load Case 1 (A to B) 16.50 69 165 1.13 2.72 Wind Controls 1 (B to C) 15.00 149 165 2.23 2.48 Wind Controls 2 15.00 149 165 2.23 2.48 Wind Controls 3 16.50 69 165 1.13 2.73 Wind Controls A 6.25 133 139 0.83 0.87 Wind Controls B -West Side 6.25 133 139 0.83 0.87 Wind Controls B -East Side 18.75 124 205 2.33 3.84 Wind Controls C 18.75 124 205 2.33 3.84 Wind Controls Copyright 2001 - Spyder Software 10/3/2002 - Lateral Analysis - Montana Res - R.C.E. job 2002.033 1 2 3.36 n Level (LIRC Section 1630. 1) ISE Seismic East-West Direction: Story Shear 6.73 kips 66 w x PUb I 8L 55 1 BE 6 A.B. I St Seismic P Max 1.00 orizontal Diaphragm Lengths at Stresses Wall ne ateral al a all Applied Forces Applied Forces Resisting esisuve et pli Comments ID • Load Height Length P, Stress Uniform Point OTM I Uniform Point OTM Force Used 100% of Tabulated Values See Note (kips) (feet) (feet) 1.805 (plf) (kI0 (foot -kips) (klo (kips) (foot -kips) (kips) Simpson Products 1 2 3.36 . No Net UplijNo Holdown egwre . ISE Seismic Level 2.48 9.UU 3730 66 w x PUb I 8L 55 1 BE 6 A.B. I St Seismic orizontal Diaphragm Lengths at Stresses East Side West Side Sill Plate Shear Anchorage for above wall line Level 9.00 4.00 0.33 224 8.07 0.135 0.97 1.775 PHD2 w/ DBL 2x POST 8t SSTB16 A.B. 9.00 3.50 0.33 224 7.06 0.135 0.74 1.805 PHD2 w/ DBL 2x POST at SSTB16 A.B. 9.00 3.50 0.33 224 7.06 0.135 0.74 1.805 PHD2 w/ DBL 2x POST 8E SSTB16 A.B., 5.20 9.00 4.00 347 12.49 0.135.72 2.943 PHD2 w/ DBL 2x POS 81 3STB 16 A.B. Wind 9.00 4.00 347 12.49 0.135 0.72 2.943 PHD2 w/ DBL 2x POST 8[ SSTB16 A.B. 9.00 3.50 347 10.93 0.135 0.55 2.965 PHD2 w/ DBL 2x POST 81 SSTB16 A.B. 9.00 3.50 347 10.93 0.135 0.55 2.965 PHD2 w/ DBL 2x POST 9E SSTB16 A.B. Horizontal Diaphragm Lengths 8t 5tresses East Side West Side Sill Plate Shear Anchorage for above wall line (feet) IQ (feet) (I L Bol[ Dia. in. Ca aci kis 5 acin An - ear a _1 0.500 0.818 o.c. 3 13 . No Net UplijNo Holdown egwre . ISE Seismic Level 2.48 9.UU 3730 66 22.28 0.135 63.28 No Net Uplift! No Holdown Required. Wind orizontal Diaphragm Lengths at Stresses East Side West Side Sill Plate Shear Anchorage for above wall line (feet) (pl fee[) I Bolt Dia. in. Ca aci (kis S acing m. o.c. ear a 3 13 . w x P051 8t 551 IS 16 A.B. Is[ Seismic Level 2.73 14.00 I .00 228 38.22 0.210 10.08 2.345 PHD2 w DBL 2z PO TNT616 A.B. Wind Horizontal Diaphragm Lengths at Stresses East Side WestSide Sill Plate Shear Anchorage for above wall line (feet) (If) feet (If) Bol[ Dia. in.) Capaci (kips) S acin n. o.c. ear a Copyright 200 / - Spyder Software 10/3/2002 - Lateral Analysis - Montana Res - R.C.E. job 2002.033 A0.83 s[ Level (UBC Section 1630.1 0.04 25 11.63 0.210 102.91 No Net UDlift! No Holdown Required) North-South Direction: Story Shear 6.32 kips Level p Max 1.00 26 12.18 0.210 76.23 No Net Uplift! No Holdown Required! Wall ne Lateral Walla 1 Horizontal Diaphragm Lengths at Stresses a! Applied OTM ones Applied Forces Resisting Resistive et UpliftComments Sill Plate Shear Anchorage for above wall line ID • Load I Height I Length PI I Stress I Uniform Point OTM I Uniform Point OTM Force Used 100% of Tabulated Values See Note (kips) (feet) (fee[) (pif) (kif) (foot -kips) (klf) (kips) (foo[ -kips) (kips) Simpson Products A0.83 14.00 33.00 0.04 25 11.63 0.210 102.91 No Net UDlift! No Holdown Required) Ist Seismic Level 0.87 14.00 33.00 26 12.18 0.210 76.23 No Net Uplift! No Holdown Required! 1 Wind 1 1 1 Horizontal Diaphragm Lengths at Stresses Fast Side WestSide LCa Sill Plate Shear Anchorage for above wall line (feet) If) feet pin Bolt Dia. In. Capacity kis S acing 0.500 0.818 48 in. o.c. Shear Wall ID 1 8 3.16=10 29.25 0.16 108 44.25 0.112 43.12 0.039 PHD2 w/ DBL 2x POST at SSTB16 A.B. 1st Seism Level 4.71 14.00 29.25 161 65.93 0.112 31.94 1.162 PHD2 w/ DBL 2x POST at SST816 A.B. Wind Horizontal Diaphragm Lengths at Stresses East Side West Side LCa Sill Plate Shear Anchorage for above wall line feet (I feet pl Bolt Dia. in. aci0.81kis Spacing 0.500 8 48 in. o.c. Shear Wall ID 1 C2.33 9.00 22.00 0.16 106 20.97 0.135 29.40 No Net Uplih! No Holdown Required! 1st Seismic Level 3.84 9.00 22.00 175 34.55 0.135 21.78 0.581 PHD2 w/ DBL 2x POST at SSTB16 A.B. Wind 1 1 Horizontal Diaphragm Lengths at Stresses East Side West Side LCap" Sill Plate Shear Anchorage for above wall line feet (pl (feet) (p,0 Bolt Dia. (in.) kis S acing 0.500 0.818 48 in. o.c. Shear Wall ID I Copydghr 200/ - SPyder So/rrvtre 10/3/2002 - Lateral Analysis - Tom Rosa Res. - R.C.E. Job 2002.067 ?5 y Drag Force Summary Wall Line ID: I - Opening Unit Wall A•8 B -C Net Applied Drag Force Lateral Loads: Seismic (kips) Wind Mimi Wall Between Stress Diaphram Stress Diaphram Stress Stress end of segment A.8 2.23 2.48 Length Walls Seismic Wind Seismic Wind Seismic Wind Seismic Wind Seismic Wind B -C 1.13 2.73 feet feet I I I I I I I I 1 I ll - 12.00 I E6 206 186 206 2.23 2.48 Diaphram Length Start (ft) End (fil 4.00 224 347 30 72 -194 -275 1.45 1.37 A -B 0.00 12.00 10.00 30 72 30 72 1.75 2.09 B -C 12.00 50.00 4.00 224 347 30 72 •194 -275 0.97 0.99 10.00 30 72 30 72 1.27 1.71 Drag Force (kips) Seismic Nips) Wind tkiosl ISO 224 347 30 72 -194 •275 0.59 0.75 @ 12.00 it 2.23 2.48 3.00 30 72 30 72 0.68 0.96 @0.00 ft 0.00 0.00 3.50 224 347 30 72 -194 -275 Max Drag Force (kips) S1.L1011Lik105) W "a "IDS) @ 12.00 ft 2.23 2.48 0.00 10.00 20.00 30.00 40.00 50.00 60.00 Seismic Drag Forces 2.50 2.00 1.50 "e 1.00 0 0.50 0.00 .. 0.00 _ 10.00 20.00 30.00 40.00 50.00 60.00 Distance along wall line (ft) Wind Drag Forces 3.00 2.50 _ 2.00 S 01.50 1 e` 1.00 0, so 0.00 0.00 10.00 20.00 10.00 40.00 50.00 60.00 Diva.. along wall Une (ft) COMPANY PROJECT R. C. E. Montana Res. WoodWorks° Chic 959 Thor Dr. Suite #10 Chico, CA 95973 SOFIWANE FOR WOOD Dt:SIGN (530) 894-8833 - fax (530) 894-8882 R. C. E. 2002.033 Oct. 3, 2002 09:18:01 GB1 Design Check Calculation Sheet LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern CD 3570 Total Start End Start End Load? 1 Dead Full Area 19 (17.00) 1368 No 2 Snow Full Area 40 (17.00) 0.14 = No -VriDucary wiucn %Ll.) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 0' 10'-6" Dead 1772 Value 1772 Live 3570 CD 3570 Total 5342 Fv' = 5342 Bearing: Length 1.6 Bending(+) 1.6 Glulam-Simple, VG West.DF, 24F -V4,5 -1/8x12" Self Weight of 14.61 plf automatically included in loads; Lateral support: Top= full, Bottom= at supports; Load combinations: ICBO-UBC SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Criterion Analysis Value Design Value Analysis/Design CD Shear fv @d = 105 Fv' = 218 fv/Fv' = 0.48 1.00. 1.000 1.00 1.000 1.00 Bending(+) fb = 1368 Fb' = 2760 fb/Fb' = 0.50 Fcp'= 650 Live Defl'n 0.14 = L/900 0.35 = L/360 0.40 1.00 Total Defl'n 0.24 = L/515 0.52 = L/240 0.47 Shear : LC# 2 = D+S, V = 5342, V@d = 4325 lbs Deflection: ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2400 1.15 1.00 1.00. 1.000 1.00 1.000 1.00 1.00 2 F1' = 190 1.15 1.00 1.00 2 Fcp'= 650 1.00 1.00 - E' = 1.8 million 1.00 1.00 2 Bending(+): LC# 2 = D+S, M = 14024 lbs -ft Shear : LC# 2 = D+S, V = 5342, V@d = 4325 lbs Deflection: LC# 2 = D+S EI=1328.38e06 lb-in2 Total Deflection = 1.50(Defln_dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This is conservative except where point loads occur at 1/3 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). • 10/3/2002 - Post Analysis - Montana Residence - R.C.E. Job 2002.033 TOP PLATE ® RV 5.125 GARAGE + HT -O" 51MP50N r -CO - W/ 5TRAP5 ROTATED q0° -� _j hole for PHD2 0.75 in g"m ALL - 2.23 kips THREAD 5 feet PHD2 TOP PLATE M GARAGE +q' -O' 01 1- HEADER, 5EE PLAN Member properties 5-1 /8"x 10.5" G/L 24F -V8 2'x2"4" PLATE Y4A5HER G/L P05T, 5EE PLAN b 5.125 d 10.5 A 45.9375 in"2 S 80.39 in'3 hole for PHD2 0.75 in P 2.23 kips 1 5 feet le 112.2 in M . 1 1 150 k -ft 133800 k -in V 2230 kips fb=M/S 1664.37 psi fv=3*V/2*A 72.8163 psi Allowable Stresses Interaction Equations Fb 2400 psi Fb' 2056.99 psi fb/Fb' = 0.80913 Fv 165 psi Fv' 165 psi fv/Fv' = 0.44131 E 1800000 psi E' 1800000 psi CD 1.0 Cm 1.0 Ct 1.0 CH 1.0 CL 0.91766 Fb* 2400 RB 15.1616 KbE 0.438 FbE 3429.72 Cv 0.857 KL 1.0 x 10 L 112.2 in Copyright 2001 - Spyder Soft me 10/3/2002 - Post Analysis - Montana Residence - R.C.E. Job 2002.033 P g 3 TOP PLATE_ rev RV GARAGE + I —O" 51MPSON GOO W/ 5TRAPS ROTATED q0" .j 0 g"m ALL— THREAD PHD2 TOP PLATE GARAGE +q'—O' , T -0 P o I I \-- HEADER, 5EE PLAN Member properties 5-1 /8"x 10.5" G/L 24F -V8 b 5.125 d 10.5 A 45.9375 in^2 S 80.39 in'3 hole for PHD2 0.75 in P 2.48 kips 1 5 feet le 112.2 in M 12400 k -ft CH 148800 k -in V 2480 kips fb = M/S 1850.96 psi fv=3*V/2*A 80.9796 psi Allowable Stresses Fb 2400 psi Fb' 2696.34 psi Fv 165 psi Fv' 219.45 psi E 1800000 psi E' 1800000 psi CD 1.3 Cm, 1.0 Ct 1.0 CH 1.0 CL 0.84472 Fb* RB KbE FbE Cv , 0.857 KL x L Copyright 200! - Spyder Software 2°x2"xg" PLATE HASHER G/L P05T, BEE PLAN Interaction Equations fb/Fb' = 0.68647 fv/Fv' = 0.36901 3192 15.1616 0.438 3429.72 1.0 10 112.2 in Foot2000 v2.0.24, Copyright © 1999-2001 Spyder Software 10/3/2002 9:18:46 AM PS rl Company Info I R. C. E. (Project: 3060 Thorntree Dr.; Suite 10 (Location: Chico, CA, 95973 1 Phone: (530) 894-8833 (Client: Fax: (530) 894-8882 (Job No.: E-mail: cj@r-c-e.com (Footing Id GB1 Project Info Montana Residence A.P. # 037-120-053 Butte County, CA Mark & Babette Montana R.C.E. 2002.033 GF1 FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, V c ......................... ConcreteType ...................................................... ConcreteCover ..................................................... Steel Ultimate Strength, Fy........................................ ColumnSize ....................................................... Allowable Soil Bearing Strength .................................... Wind Load Soil Bearing Strength, (1.33 increase) ................... Seismic Load Soil Bearing Strength, (1.33 increase) ................ FootingWidth ...................................................... Footing Length ..................................................... FootingDepth ...................................................... Punching Shear Stress .............................................. Beam Shear Stress .................................................. Reinforcing Standards per .......................................... Longitudinal Bottom Reinforcement Required for Strength............ Transverse Bottom Reinforcement Required Inside Column Strip....... Transverse Bottom Reinforcement Required Outside Column Strip...... Gravity Only Soil Bearing .......................................... Wind Load Soil Bearing ............................................. Seismic Load Soil Bearing .......................................... LOADING PARAMETERS - FACTORED LOAD,CASES CONSIDERED: 2.00 ksi HardRock 3.0 in. 40.0 ksi 6.00 in. by 6.00 in. 1.500 ksf 1.995 ksf 1.995 ksf 1.00 ft. 4.00 ft. 12.00 in. 30.54 psi 21.83 psi ASTM -A615 .13 in' (1-#4) .00 in .00 in 1.396 ksf 1.396 ksf 1.396 ksf 1.4DL 1.4DL + 1.7LL 1.4DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 0.9DL + 1.3WL 1.05DL + 1.275LL + 1.OEQ 0.9DL + 1.OEQ UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 1.77 0.00 0.00 Live Load 3.57 0.00 0.00 Wind Load 0.00 0.00 0.00 Earthquake 0.00 0.00 0.00 Other Loads 0.00 0.00 0.00 Foot2000 v2.0.24, Copyright © 1999-2001 Spyder Software 10/3/02 10:24:37 AM • Company -Info I Project Info R. C. E. (Project: Montana Residence 3060 Thorntree Dr.; Suite 10 1'Location: A.P. # 037-120-053 Chico, CA, 95973 1 Butte County, CA Phone: (530) 894-8833 (Client: Mark & Babette Montana Fax: (530) 894-8882 (Job No.:, R.C.E. 2002.033 E-mail: cj@r-c-e.com (Footing Id: GF2 typ footing at garage FOUNDATION PARAMETERS Material Properties: Conc. Strength f'c, psi Section: 1 2,000 Footing Section Geometry: Length, ft. Section: 1 37.00 Column & Wall Data: Conc. Type Bot. Steel Top Steel Cover, in. Cover, in. HardRock 3.00 2.00 Width, ft. Depth, inches 1.00 12.00 Steel Yield Fy, ksi 40 Type Center Length Width Height Density Use ft.. ft. in. ft. pcf Stiffness? Wall 1 Stud 18.50 37.00 5.50 8.00 32 No Soil Bearing Results, psf (actual / allowable): Gravity Case Wind Case Seismic Case Section: 1 1,369 / 1,500 1,369 / 1,995 1,369 / 1,995 Beam Shear Stresses: Section: 1 ........................... 0.00 psi Stirrups not required 4 Punching Shear Stresses: Wall 1 ........................... 0.00 psi Reinforcing Standards per ASTM -A615 Reinforcing Requirements per ACI Ultimate Strength Methods: Footing Top Steel Bottom Steel Transverse Stirrups Sections: in 2, Design in 2, Design int/ft, Spacing int, Spacing Section: 1 Strength:.. 0.02 1-#4 0.00 0-#4 0.00 -....N/A.... Not Regd... Note: Strength = Steel Required for Strength.. Loading Parameters: Concrete Design Ultimate Strength Load Cases Considered: 1A DL 1A DL + 1.7LL 1.4DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 1.05DL + 1.275LL - 1.275WL 0.9DL + 1.3WL 0.9DL - 1.3WL 1.05DL + 1.275LL + 1.4EQ 1.05DL + 1.275LL - 1.4EQ 0.9DL + 1.4EQ 0.9DL - 1.4EQ Soil Load Cases Considered: 1.ODL 1.ODL + 1.OLL 1.ODL + 1.OLL + 1.OSL 1.ODL + 1.OLL + 1.OWL 1.ODL + 1.OLL - 1.OWL 0.667DL + 1.OWL 0.667DL - 1.OWL 1.ODL + 1.OLL + 1.OEQ 1.ODL + 1.OLL - 1.OEQ 0.667DL + 1.OEQ 0.667DL - 1.OEQ R6 F 2 r �5 F 3 Foot2000 v2.0.24, Copyright © 1999-2001 Spyder Software 10/3/02 10:24:38 AM Footing Id: GF2 Page: 2 •. Dead Load FY MZ Live Load FY MZ Wind Load Seismic Load Other Load FY MZ FY MZ FY MZ Wall :1 11.95 0.00 25.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .Total Vertical Contact Forces: 1.0DL = 26.623 kips 1.ODL + LOLL = 69.395 kips 1.0DL + 1.OLL + 1.OSL = 69.395 kips 1.ODL + LOLL + 1.0WL = 54.519 kips 1.ODL + 1.OLL - 1.0WL = 54.519 kips -0.667DL + 1.OWL = 20.647 kips 0.667DL - 1.0WL = 20.647 kips 1.ODL + LOLL + 1.OEQ = 54.519 kips 1.0DL + 1.OLL - 1.OEQ = 54.519 kips 0.667DL + 1.OEQ = 20.647 kips 0.667DL - 1.OEQ = 20.647 kips Envelope Case = 20.647 kips STRUCTURAL CALCULATIONS RCE 10 42002.033 for Mark 81 Babette Montana Calculation Index: • Project Layout • Lateral Analysis ; • Beam Analysis • Footing Analysis • Bolted Conn. Analysis • Base Plate Analysis • Anchor Bolt Analysis • Steel Frame Analysis Rev. 0 Montana Residence A.P. # 037-120-053 Butte Co. CA Page # Ll — L6 B1 — B7 Fl — F9 BCI BPI — BP3 ABI SF 1 — SF22 07/22/02 Initial Issue %, -OrF �� CIVIL — STRUCTURAL ENGINEERING SURVEYING 1060 Thorntree Dr. Suite #10 - Chico, CA 95973 'hone: (530) 894-8833 — Fax: (530) 894-8882 fax ci(@r-c-e.com - h"p://www.r-c-e.com OD I 7/19/02 - Lateral Analysis - Montana Res - R.C.E. Job 2002.033 Pg LI Gravity Loads: Roof Dead Load 1/2" OSB Ply. 1.7 psf Slope= Comp Roofing 5.0 psf 4 Trusses @ 24" o.c. 5.0 psf to 5/8" Gyp. 2.8 psf 12 Insul. 1.0 psf Misc. 2.5 psf Roof Live Load ps Wall Dead, Load Stucco 7.0 psf (exterior) 3/8 Ply. 1.8 psf 2x6 Framing @ 16" o.c. 1.7 psf Gyp. 2.2 psf Insul. 1.0 psf Misc. 1.3 psf IlTotal 15.0 ps Wall Dead Load 2x6 Framing @ 16" o.c. 1.7 psf (interior) Gyp. 2 sides 4.4 psf Misc. 1.9 psf ota8.0 ps Floor Dead Load Carpet I-Fotal(sloped) 3/4 TaxG ps Illotalora ps ota(axial)ps 2.2 psf Roof Live Load ps Wall Dead, Load Stucco 7.0 psf (exterior) 3/8 Ply. 1.8 psf 2x6 Framing @ 16" o.c. 1.7 psf Gyp. 2.2 psf Insul. 1.0 psf Misc. 1.3 psf IlTotal 15.0 ps Wall Dead Load 2x6 Framing @ 16" o.c. 1.7 psf (interior) Gyp. 2 sides 4.4 psf Misc. 1.9 psf ota8.0 ps Floor Dead Load Carpet 1.0 psf 3/4 TaxG 2.5 psf TJI @ 16" o.c. 5.0 psf 5/8" Gyp. 2.2 psf Insul. 1.0 psf Misc. 1.3 psf Total 13.0 psf Floor Live Load Residential 4 0. 0 psf Copyr/ght 2001 - Spyder Software 7/19/02 - Lateral Analysis - Montana Res - R.C.E. job 2002.033 P9 L UBC Wind Loads -- Method 1 Wind Speed: mph Exposure: C p= Ce•Cq•gs•l where; Ce = 1.06 @ 0 to 15' IWW OLW IWR OWR OLR OPR Ce = 1.13 @ 15 to 20' P= P= P= P= P= P= 12.2 7.6 4.6 13.7 10.7 10.7 psf- @Oto 1 13.0 8.1 4.9 14.6 11.4 11.4 psf - @ 15 to 13.7 8.6 5.1 15.4 12.0 12.0 psf - @ 20 to 14.2 8.9 5.3 15.9 12.4 12.4 psf - @ 25 to 15.1 9.4 5.7 17.0 13.2 13.2 psf - @ 30 to 16.5 10.3 6.2 18.5 14.4 14.4 psf - @ 40 to Wind Loading @ Wall Lines 1-3 Mean Roof Height = 15.5 feet Uplift Pressure = 10.8 psf C'opyrlght 2001 - Spyder Software 5' Roof 1.19 @ 20 to 25' 1.23 @ 25 to 30' 1.31 @ 30 to 40' 1.43 @ 40 to 60' 0.8 (IWW) Inward @ Windward Wall 0.5 (OLW) Outward @ Leeward Wail Wind Loading 25' @ Wall Lines A -B 40' Mean Roof Height = IS. 5 feet 0.7 (OLR) Outward @ Leeward Roof Uplift Pressure = 10.8 psf Cq = Roof feet @ Wind Loading 14.4 psf @ Wall Lines B-E I = Mean Roof Height = 15.5 feet feet @ Uplift Pressure = 10.8 psf 4 Rise to 12 Horiz. C'opyrlght 2001 - Spyder Software 5' Ce = Ce = Ce = Ce = Cq = Cq = 1.19 @ 20 to 25' 1.23 @ 25 to 30' 1.31 @ 30 to 40' 1.43 @ 40 to 60' 0.8 (IWW) Inward @ Windward Wall 0.5 (OLW) Outward @ Leeward Wail 20' 25' 30' 40' 60'. Tributary Cq = 0.3 (IWR) Inward @ Windward Roof Cq = 0.9 (OWR) Outward @ Windward Roof feet @ Cq = 0.7 (OLR) Outward @ Leeward Roof feet @ Cq = 0.7 (OPR) Outward @ Parallel To Ridge feet @ qs = 14.4 psf feet @ I = 1 Importance Factor feet @ Roof Slope = 4 Rise to 12 Horiz. Tributary Normal Resultant Horizontal Area Pressure Force 5.00 feet @ 12.2 psf = 61 lbs. (IWW) @ 0 to 15' 0.00 feet @ 13.0 psf = 0 lbs. (IWW) @15 to 20' 5.00 feet @ 7.7 psf = 38 lbs. (OLW) @ 15 to 20' 7.00 feet @ 4.6 psf = 32 lbs. (IWR) @ 15 to 20' 7.00 feet @ 10.8 psf = 75 lbs. (OLR) @ 15 to 20' Fn = 1 207 nlf - horiz. Tributary Normal Area Pressure 5.00 feet @ 12.2 psf = 0.00 " - feet @ 13.0 psf = 5.00 feet @ 7.7 psf = 7.00 feet @ 4.6 psf = 7.00 feet @ 10.8 psf = 10.8 psf = Fp = Fn = Resultant Horizontal Tributary Normal Area Pressure 5.00 feet @ 12.2 psf = 0.00 feet @ 13.0 psf = 5.00 feet @ 7.7 psf = 10.00 feet @ 4.6 psf = 10.00 feet @ 10.8 psf = Fn = Resultant Horizontal Force 61 lbs. (IWW) @ 0 to 15' 0 lbs. (IWW) @15 to 20' 38 lbs. (OLW) @ 15 to 20' 32 lbs. (IWR) @ 15 to 20' 75 lbs. (OLR) @ 15 to 20' 907 nlf. . hnr17 1 Resultant Horizontal Force 61 lbs. (IWW) @ 0 to 15' 0 lbs. (IWW) @ 15 to 20' 38 lbs. (OLW) @ 15 to 20' 46 lbs. (IWR) @ 15 to 20' 108 lbs. (OLR) @ 15 to 20' 9 S'{ nif - hnrh_ 1 7/19/02 - Lateral Analysis - Montana Res - R.C.E. Job 2002.033 p5 L 1997 UBC Seismic Loads - Static Force Procedure where; V = (Cv'I)/(RM 'W = 0.439 •W (Eqn 30-4) Z = 0.3 Zone 3 V = (2.5'Ca•I)/R'W = 0.164 •W (Eqn 30-5) 1 = 1.00 Importance Factor V = 0.1 1 •Ca•I •W = 0.059 •W (Eqn 30.6) hn = 25 feet R = 5.5 Plywood Shear Walls p= 0.164 •W (Eqn 30-5) governs Soil Profile Type Sp Seismic Source Type A Closest Distance Seismic Source n/a km Ct = 0.02 All other Buildings Foot print area, AB= 3400 ft2 T = 0.224 (Method A) Ca = 0.36 Table 16-Q Cv = 0.54 Table 16-R ' Na = 1.00 Table 16-S Nv = 1.00 Table 16-T W = Building Weight Use 25% of Snow Load in the Seismic design. Seismic Roof Loading Tributary Weights = 86.00 feet of Roof @ 18.97 psf Lines 1 to 3 (Between B at E) 10.00 feet of Ext. Wall @ 15.00 psf 15.00 feet of Int. Wall @ 8.00 psf 0.00 feet of Int. Floor @ 13.00 psf V 311 p - hor z. ULT 86.00 feet of Snow @ 10.00 psf ZZZ p1t - horiz. Seismic Roof Loading Tributary Weights = 32.00 feet of Roof @ - 18.97 psf Lines 2 to 3 (Between A 8z B) 5.00 feet of Ext. Wall @ 15.00 psf 5.00 feet of Int. Wall @ 8.00 psf 0.00 feet of Int. Floor @ 13.00 psf V 118 p - onz. ULT 32.00 feet of Snow @ 10.00 psf 84 p oriz. Seismic Floor Loading Tributary Weights = 0.00 feet of Roof @ 18.97 psf Lines 1 to 2 (Between B 8t E) 5.00 feet of Ext. Wall @ 15.00 psf 15.00 feet of Int. Wall @ 8.00 psf 82.00 feet of Int. Floor @ 13.00 psf V 206 p - horiz. ULT 0.00 feet of Snow @ 10.00 psf 14/ p - horiz. Seismic Roof Loading Tributary Weights = 35.00 feet of Roof @ 18.97 psf Lines A to B 10.00 feet of Ext. Wall @ 15.00 psf 0.00 feet of Int. Wall @ 8.00 psf 0.00 feet of Int. Floor @ 13.00 psf V = 1 133 Of - ho7z. ULT 35.00 feet of Snow @ 10.00 psf I Y5 pit - hork. W/S (Q Seismic Roof Loading Tributary Weights = 52.00 feet of Roof @ 18.97 psf Lines B to E 10.00 feet of Ext. Wall @ 15.00 psf 15.00 feet of Int. Wall @ 8.00 psf 0.00 feet of Int. Floor @ 13.00 psf V 206 p - hor z. ULT 52.00 feet of Snow @ 10.00 psf 147 p - horiz. Seismic Floor Loading Tributary Weights = 0.00 feet of Roof @ 18.97 psf Lines B to E 5.00 feet of Ext. Wall @ 15.00 psf 5.00 feet of Int. Wall @ 8.00 psf 20.00 feet of Int. Floor @ 13.00 psf V 61 p - hariz. ULT 0.00 feet of Snow @ 10.00 psf 44 p1l - horiz. Copyr/ght 2001 - Spyder Software 7/19/02 - Lateral Analysis - Montana Res - R.C.E. job 2002.033 �9 y Copyright 2001 - Spyder Software Lateral Load Summary Roof Level Loadings (2nd Level) Wall Line ID Tributary Length (ft.) Unit Loads Seismic Wind (p.l.f.) (p -i -f-) Wall Loads Seismic Wind (kips) (kips) Controlling Load Case 1 25.50 222 207 5.67 5.28 Seismic Controls 2 15.50 84 207 1.31 3.21 Wind Controls 3 -North Side (A to B) 15.50 84 207 1.31 3.21 Wind Controls 3 -North Side (B to E) 25.50 222 207 5.67 5.28 Seismic Controls A 15.25 95 207 1.45 3.16 Wind Controls B -West Side 15.25 95 207 1.45 3.16 Wind Controls B -East Side 7.75 147 253 1.14 1.96 Wind Controls C -West Side 7.75 147 253 1.14 1.96 Wind Controls C -East Side 23.00 147 253 3.38 5.82 Wind Controls D -West Side 23.00 147 253 3.38 5.82 Wind Controls D -East Side 11.50 j 147 253 1.69 2.91 Wind Controls E 1 1.50 147 253 1.69 2.91 Wind Controls Lateral Load Summary Floor Level Loadings Wall Line ID Tributary Length, (ft.) Unit Loads Seismic Wind (p.l.f.) (p.l.f.) Wall Loads Seismic Wind (kips) (kips) Controlling Load Case 1 10.00 147 0 1.47 0.00 Seismic Controls B 7.75 44 0 0.34 0.00 Seismic Controls. C -West Side 7.75 44 0 0.34 0.00 Seismic Controls .0 -East Side 23.00 44 0 1.01 0.00 Seismic Controls D -West Side 23.00 44 0 1.01 0.00 Seismic Controls - D -East Side 1 1.50 44 0 0.50 0.00 Seismic Controls E 11.00 44 0 0.48 0.00 Seismic Controls Copyright 2001 - Spyder Software 7/19/02 - Lateral Analysis - Montana Res - R.C.E. Job 2002.033 Z Ist n Level (UBC Section . w at SSTI Is A.B. East-West Direction: Story Shear 13.95 kips 3 2.09 0.15 9.11 1.7 PHD2 w/ DB 2x P at T i A.B. P Max 1.00 EqU- P)IR-W70CM PUS t ail 55TS 16 A.B. Wall ane ID Lateral Load wallall Height Length A I wall Stress I Applied OTM Forces Uniform Point I Applied OTM Forces Resisting OTM Uniform Point I Resistive OTM etpli force I Comments Used 100% of Tabulated Values See Note (kips) (feet) (feet) 0.16 (plf) (klf) (kips) (foot -kips) (klf) (kips) (foot -kips) (kips) Simpson Products Z Ist 1.3110. Seismic . w at SSTI Is A.B. Level .21 10. 50 3 2.09 0.15 9.11 1.7 PHD2 w/ DB 2x P at T i A.B. Wind EqU- P)IR-W70CM PUS t ail 55TS 16 A.B. Horizontal Diaphragm Lengths bt vessel 10.00 6.00 East Side West Side 223 Sill Plate Shear Anchorage for above wall line (feet) I feet I 2.43 L Bolt Dia. in.) Capad5 acro - U.S(Z 0 -AF �-7 n. & hear Wall 16- Ist Seismic .03 EqU- P)IR-W70CM PUS t ail 55TS 16 A.B. Level 10.00 6.00 0.16 223 13.39 0.150 2.43 1.827 PHD2 w/ DBL Zx POST at SST816 A.B. 10.00 SIS 0.16 223 11.72 0.1 SO 1.86 1.878 PHD2 w/ DBL 2x POST at SSTB 16 A.B. 10.00 6.50 0.16 223 14.51 0.150 2.8S 1.794 PHD2 w/ DBL Zx POST az SSTB 16 A.B. 10.00 9.50 0.16 223 21.21 0.1 SO 6.09 I.S91 PHD2 w/ DBL 2x POST at SSTB 16 A.B. 8.49 10.00 4.00 283 11.32 0.150 0.80 2.629 PHD2 w DBL 1x POST at SSTS 16 A.B. Wind 10.00 6.00 283 16.98 0.1 SO 1.80 2.519 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 10.00 4.00 283 11.32 0.150 0.80 2.629 PHD2 w/ DBL 2x POST at SSTB 16 A.B. 10.00 6.50 283 18.39 0.150 2.11 2.504 PHD2 w/ DBL 2x POST at SSTB 16 A.B. 10.00 9.50 283 26.88 0.150 4.51 2.354 PHD2 w/ DBL 2x POST at SSTB 16 A.B. Horizontal Diaphragm Lengths at Stresses East Side West Side Sill Plate Shear Anchorage for above wall line (feet) I (pi(feet) i Bolt Dia. in.) Capacity ki s) S acro ear a m. o.c. CopyffBfrr ?AO/ - Spyder SO&Wim 7/19/02 - Lateral Analysis - Montana Res - R.C.E. job 1002.033 A IstLevel(UBCSecdonl630.1) 10.00 3.00 North-South Direction: Story Shear 15.31 kips 7.26 0.150 p Max 1.00 2.216 PHD2 w/ DBL 2x POST at SSTB 16 A.B. Wall Line ID a Lateral Load al Height al Length q all Stress Applied orces Uniform Point Applied OTM Forces Resisting Uniform Point es a OTM et pli Force Comments Used 100% of Tabulated Values See Note (kips) (feet) (feet) 0.17 (plf) (kit) (kips) (foot -kips) (klf) (kips) (foot -kips) (kips) Simpson Products i A 1.45 10.00 3.00 0.17 242 7.26 0.150 0.61 2.216 PHD2 w/ DBL 2x POST at SSTB 16 A.B. Ist Seismic Level 5.12 10.00 3.00 0.17 242 7.26 0.150 0.61 2.216 PHD2 w/ DBL 2x POST at SSTB 16 A.B. 3.16 10.00 3.00 526 15.79 0.150 0.45 5.112 PHD6 w/ 4x POST at SSTB28 A.B. Horizontal Dlaphragm Lengths at Stresses Wind East Side West Side Sill Plate Shear Anchorage for above wall line (feet) (plf) (feet) (pit) Bolt Dia. (in.) Capacity (kips) Spacing 10.00 3.00 0.500 0.818 24 in. o.c. 526 15.79 0.150 0.45 5.112 PHD6 w/ 4x POST at SSTB28 A.B. phragm Lengths at Stresses ESIdeWest Side Sill Plate Shear Anchorage for above wall line feet (feet) (plo Bolt Dia. in. Capaci kl s Spacing Shear Wall ID 6 0.500 0.818 18 in. o.c. B 2.59 10.00 15.00 0.12 173 25.89 0.080 8.10 1.186 PHD2 w/ DBL 2x POST at SSTB 16 A.B. Ist Seismic Level 5.12 10.00 15.00 0.20 341 51.19 0.080 6.00 3.012 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. Wind 10.00 8.00 486 38.92 0.080 1.71 4.651 PHD5 w/ DBL 2x POST at SSTB20 A.B. Horizontal Dlaphragm Lengths at Stresses Wind East Side West Side Sill Plate Shear Anchorage for above wall line (feet) (plf) (feet) (pit) Bolt Dia. (in.) Capacity (kips) Spacing Shear Wall ID 3 8.00 0.500 0.818 24 in. o.c. C 4.52 10.00 8.00 0.20 282 22.58 0.080 2.30 2.535 PHD2 w/ DBL Zx POST at SSTB 16 A.B. Ist Seismic Level 10.00 8.00 0.20 282 22.58 0.080 2.30 2.535 PHD2 w/ DBL 2x POST at SSTB I6 A.B. 7.78 10.00 8.00 486 38.92 0.080 1.71 4.651 PHD5 w/ DBL 2x POST at SSTB20 A.B. Wind 10.00 8.00 486 38.92 0.080 1.71 4.651 PHD5 w/ DBL 2x POST 8t SSTB20 A.B. Horizontal Diaphragm Lengths 8L Stresses East Side West Side Sill Plate Shear Anchorage for above wall line (feet) (I feet (If) Bolt Dia. (in.) Capacity (kips) Spacing Shear Wall ID 5 0.500 0.818 18 in. o.c. D 5.07 10.00 13.00 0.17 241 31.37 0.080 6.08 1.945 PHD2 w/ DBL 2x POST et SSTB 16 A.B. Ist Seismic Level 10.00 8.00 0.17 241 19.30 0.080 2.30 2.125 PHD2 w/ DBL Zx POST BE SSTB 16 A.B. 8.73 10.00 13.00 416 54.06 0.080 4.51 3.812 PHD5 w/ DBL 2x POST at SSTB20 A.B. Wind 10.00 8.00 416 33.27 0.080 1.71 3.945 PHDS w/ DBL 2x POST 8t SSTB20 A.B. Horizontal Diaphragm Lengths et 5tresses East Side West Side Sill Plate Shear Anchorage for above wall line (feet)(If) (feet) (plf) Bolt Dia. (in.) Capacity (kips) Spacing Shear Wall ID S 0.500 0.818 18 in. o.c. E 1.69 10.00 14.50 0.08 116 16.89 0.150 14.19 0.186 PHD2 w/ DBL Zx POST at SSTB 16 A.B. 1st Seismic Level 2.91 10.00 14.50 201 29.11 0.150 10.51 1.282 PHD2 w/ DBL 2x POST at SSTB 16 A.B. Wind Horizontal Diaphragm Lengths at Stresses East Side West Side Sill Plate Shear Anchorage for above wall tine feet) I (pl feet (plf) Bolt Dia. (in.) CapacityL5 acin Shear Wali iD 2 0.500 0.818 48 lac . s:opydP/nzoo I-SpydKSo/lwaze COMPANY R.C.E. WoodWorks® 3060 Thorntree Dr.#10 Chico CA 95973 (530) 894-8833; fax (530) 894-8882 tOFIWARF FOR WOOD MIGN cj@r-c-e.com July 19, 2002 14:47:05 Design Check Calculation Sheet LOADS: I lbs. Dsf, or Of) Load Type Distribution Magnitude Location [ft] Pattern 1337 Shear fv @d = Start End Start End Load? 1 Dead Full Area 15 (10.00) 4587 No 2 Live Full Area 40 (10.00) 0.47 = No -Tr1Durdxy Pllul.0 %L 1 MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : P PROJECT Montana Res. R. C. E. 2002.033 B1 0' 16'-3" Glulam-Simple, VG West.DF, 24F -V4, 5-1/8x12" j Self Weight of 14.61 plf automatically Included In loads; Lateral support: Top= full, Bottom= at supports; Load combinations: ICBO-UBC SECTION vs. DESIGN CODE NDS4997: (stress=psi, and In) Criterion Anal sis Value 1337 Dead 1337 Shear fv @d = 3250 Live 3250 fv/Fv' = 0.52 1.00 4587 Total 4587 Fb' = 2400 fb/Fb' = 0.76 Bearing: Live Defl'n 0.47 = L/412 1.4 Length 1.4 Total Defl'n 0.76 = Glulam-Simple, VG West.DF, 24F -V4, 5-1/8x12" j Self Weight of 14.61 plf automatically Included In loads; Lateral support: Top= full, Bottom= at supports; Load combinations: ICBO-UBC SECTION vs. DESIGN CODE NDS4997: (stress=psi, and In) Criterion Anal sis Value Design Value Analysis/Design Ct CL CF CV Cfu Shear fv @d = 98 Fv' =190 1.00 2 fv/Fv' = 0.52 1.00 Bending(+) fb = 1818 Fb' = 2400 fb/Fb' = 0.76 E' = 1.8 million Live Defl'n 0.47 = L/412 0.54 =. L/360 0.87 Total Defl'n 0.76 = L/255 0.81 = L/240 0.94 EI=1328.38e06 lb-in2 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2400 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 190 1.00 1.00 1.00 2 Fcp'= 650 1.00 1.00 - E' = 1.8 million 1.00 1.00 2 Bending(+): LC# 2 = D+L, M = 18636 lbs -ft Shear : LC# 2 = D+L, V = 4587, V@d = 4023 lbs Deflection: LC# 2 = D+L EI=1328.38e06 lb-in2 Total Deflection = 1.50(Defln_dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This is conservative except where point toads occur at 113 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. S. GLULAM: bearing length based on smaller of Fcp(tenslon), Fcp(comp'n). COMPANY PROJECT - R.C.E. Montana Res. WoodW-o r ks® (53 0 794-88 3; Dr.fax (53 Chico CA 95973 (530)894-8833; fax (530)894-8882 SOFIWAPE FOR WOOD DESIGN cj@r-c-e.com R. C. E. 2002.033 July 19, 2002 14:47:18 B2 Design Check Calculation Sheet LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern fv @d = 100 4100 Total Start End Start End Load? 1 Dead Full Area 15 (10.00) Bearing: No 2 Live Full Area 40 (10.00) 1.02 = L/240 No -TriouLary wiaLn ti L) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 0' X 20'-6" Dead 1725 Design Value 1725 Live 4100 fv @d = 100 4100 Total 5825 Bending(+) 5825 Fb' = 2353 fb/Fb' = 0.79 Fv' = 190 Live Defl'n Bearing: 0.68 = L/360 0.90 Fcp'= 650 Length 1.7 1.02 = L/240 _1.7 Glulam-Simple, VG West.DF, 24F -V4, 5-1/8x15" Self Weight of 18.26 pif automatically included In loads; Lateral support: Top= full, Bottom= at supports; Load combinations: ICBO-UBC SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and In) Criterion Analysis Value Design Value Analysis/Design FACTORS: F Shear fv @d = 100 Fv' = 190 fv/Fv' = 0.53 Fb'+= 2400 Bending(+) fb = 1864 Fb' = 2353 fb/Fb' = 0.79 Fv' = 190 Live Defl'n 0.61 = L/401 0.68 = L/360 0.90 Fcp'= 650 Total Defl'n 1.00 = L/246 1.02 = L/240 0.97 E' = 1.8 million ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2400 1.00 1.00 1.00 1.000 1.00 0.980 1.00 1.00 2 Fv' = 190 1.00 1.00 1.00 2 Fcp'= 650 1.00 .• 1.00 - E' = 1.8 million 1.00 1.00 2 Bending(+): LC# 2 = D+L, M = 29851 lbs -ft Shear : LC# 2 = D+L, V = 5825, V@d = 5114 lbs Deflection: LC# 2 = D+L EI=2594.49e06 lb-in2 Total Deflection = 1.50(Defln dead) + Defln_Live.- (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 1 2. GLULAM: The loading coefficient KL used In the calculation of Cv Is assumed to be unity for all cases. This is conservative except where point loads occur at 1/3 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth. i 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. S. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). 3. COMPANY PROJECT R.C.E. Montana Res. WoodWo r ks® 3060 Thorntree Dr.#10 Chico CA 95973 (530) 894-8833; fax (630) 894-8882 SOFTWARE FOR WOOD MS/GN cj@r-c-e.com R. C. E. 2002.033 f July 19, 2002 14:47:30 B3 Design Check Calculation Sheet LOADS: ( lbs, psi, or pif ) -Tr1DuLary WIULn %LL.1 Load Type Distribution Magnitude Start End Location [ft) Pattern Start Load? Dead 1 Dead Full Area 5 (2.00) _End__ No Bending(+) 2 Live Full Area 40 (2.00) _ No -Tr1DuLary WIULn %LL.1 Analysis MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : Design zi 0' 29'-6" Dead 417 29 417 Live 1180 Bending(+) 1180 Total 1597 1815 1597 Live Defl'n 0.63 = L/561 1.0 Length 1.0_ Total Defl'n 0.96 = Glulam-Simple, VG West.DF, 24F -V4,5 -1/8x15" Self Weight of 18.26 plf automatically included in loads; Service: wet; Lateral support: Top= full, Bottom= at supports; Load combinations: ICBO-UBC SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and In) Criterion Analysis Value Design Value Analysis/Design Shear fv @d = 29 Fv' = 166 fv/Fv' = 0.17 Bending(+) fb = 735 Fb' = 1815 fb/Fb' = 0.41 Live Defl'n 0.63 = L/561 0.98 = L/360 0.64 Total Defl'n 0.96 = L/366 1.47 = L/240 - - 0.65 -_ ADDITIONAL DATA: -----...--- -------------- --- _ ----� FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2400 1.00 0.80 1.00 1.000 1.00 0.945 1.00 1.00 2 Fv' = 190 1.00 0.88 1.00 2 Fcp'= 650 0.53 1.00 - E' = 1.8 million 0.83 1.00 2 Bending(+): LC# 2 - D+L, M = 11777 lbs -ft Shear : LC# 2 = D+L, V = 1597, V@d = 1462 lbs Deflection: LC# 2 = D+L EI=2594.49e06 lb -int Total Deflection = 1.50(Defln dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact C=construction) i (All LC's are listed in the Analysis output) DESIGN NOTES: ' 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used In the calculation of Cv is assumed to be unity for all cases. This is conservative except where point loads occur at 1/3 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. S. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). COMPANY PROJECT R.C.E. Montana Res. WoodWorks' (530 T94-88 3; Dr.#10 Chico CA 95973 (530)894-8833; fax (530)894-8882 tomvAeeraRw0000rsrcv cj@r-c-e.com R. C. E. 2002.033 July 19, 2002 14:48:04 B4 Design Check Calculation Sheet LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location (ft) Pattern fv @d = 60 903 • Live Start --End Start— _-_End_ Load? 1 Dead Full Area 22 (6.00) 0.42 = L/360 No 2 Snow Full Area 40 (6.00) 0.64 No "Tr1Dutary W1aLn tiLr MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : Timber -soft, D.Fir-L, No. 1, 6x10" Self Weight of 12.41 pif automatically included in loads; j Service: wet; Lateral support: Top= full, Bottom= at supports; Load combinations: ICBO-UBC SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and In) Criterion F 12'-6" Dead 903 Shear fv @d = 60 903 • Live 1500 fb = 1089 Fb' = 1552 1500' Total 2403 0.21 = L/715 0.42 = L/360 2403I� Bearing: Total Defl'n 0.40 = L/375 -- 0.64 Lenath 1.0 D+S EI= 628.73e06 lb -int ; Total Deflection = Timber -soft, D.Fir-L, No. 1, 6x10" Self Weight of 12.41 pif automatically included in loads; j Service: wet; Lateral support: Top= full, Bottom= at supports; Load combinations: ICBO-UBC SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and In) Criterion Analysis Value Design value -Analysis/Design FACTORS: F CD CM Ct CL CF CV Cfu Cr Shear fv @d = 60 Fv' = 98 fv/Fv' = 0.62 Bending(+) fb = 1089 Fb' = 1552 fb/Fb' = 0.70 i Live Defl'n 0.21 = L/715 0.42 = L/360 0.50 Bending(+): LC# 2 = Total Defl'n 0.40 = L/375 0.63 = L/240 _ 0.64 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# j Fb'+= 1350 1.15 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 85 1.15 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 0.67 1.00 - E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+S, M = 7508 lbs -ft Shear : LC# 2 = D+S, V = 2403, V@d = 2098 lbs Deflection: LC# 2 = D+S EI= 628.73e06 lb -int ; Total Deflection = 1.50(Defln_dead) + Defln Live. j (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) -- DESIGN NOTES: ' 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. I COMPANY PROJECT R.C.E. Montana Res. WoodWorks® (53 0 Thorntree94-8833; Dr.fax (5 Chico CA 95973 (530)894-8833; fax (530)894-6882 SO"WARE FOR WOOD DESIGN cj@r-c-e.com R. C. E. 2002.033 July 19, 2002 14:48:27 B6 Design Check Calculation Sheet LOADS: ( lbs, psi, or plf ) Load Type Distribution Magnitude Location [ft] Pattern Live 1050 Bending(+) 8400 Start End _ Start End Load? 1050 1 Dead Full Area 19 (15.00) Total No 2 Snow Full Area 40 (15.00) Bearing: Yes 0.84 -Tributary Width tit; MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : i 0' 7 14' I Dead Analysis Value Design Value 4259 �I Live 1050 Bending(+) 8400 Fb' = 2208 fb/Fb' = 0.02 Uplift 1050 fb = 1641 Fb' = 2208 fb/Fb' = 0.74 j Total 1050 0.47 = L/180 12659 Fv' = j - Bearing: 0.93 = L/90 0.84 Fcp'= 650 0.53 Length 1.0 E' = 5.4 0.83 0.0 " I Glulam-Reverse, VG West.DF, 24F -V8, 6-314x12" Self Weight of 19.24 plf automatically included In loads; Service: wet; Lateral support: Top= full, Bottom= at supports; Load combinations: ICBO-UBC i SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and In) Criterion Analysis Value Design Value Analysis/Design- _ fv/Fv '== 0.53 Shear fv @d = 100 Fv' = 191 Bending(+) fb = 45 Fb' = 2208 fb/Fb' = 0.02 Fb'+= Bending(-) fb = 1641 Fb' = 2208 fb/Fb' = 0.74 Fb'-= Live Defl'n 0.46 = L/181 0.47 = L/180 0.99 Fv' = Total Defl'n 0.79 = L/106 0.93 = L/90 0.84 Fcp'= Bending(+): LC# 3 - D+S (pattern: Ss), M = 610 lbs -ft Bending(-): LC# 2 = D+S, M = 22154 lbs -ft Shear : LC# 2 - D+S, V = 6330, V@d = 5425 lbs Deflection: LC# 4 = D+S (pattern: sS) EI=1749.57e06 lb -int Total Deflection = 1.50(Defln dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, _=no pattern load in this.span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This Is conservative except j where point loads occur at 113 points of a span (NDS Table 5.3.2). 3. Grades with equal bending capacity in the top and bottom edges of the beam cross-section are recommended for continuous beams. ! 4. GLULAM: bxd = actual breadth x actual depth. S. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. ! 6. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). j (a cantilever span governs deflection) ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2400 1.15 0.80 1.00 1.000 1.00 1.000 1.00 1.00 3 Fb'-= 2400 1.15 0.80 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 190 1.15 0.88 1.00 2 Fcp'= 650 0.53 1.00 - j E' = 1.8 million 0.83 1.00 4 Bending(+): LC# 3 - D+S (pattern: Ss), M = 610 lbs -ft Bending(-): LC# 2 = D+S, M = 22154 lbs -ft Shear : LC# 2 - D+S, V = 6330, V@d = 5425 lbs Deflection: LC# 4 = D+S (pattern: sS) EI=1749.57e06 lb -int Total Deflection = 1.50(Defln dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, _=no pattern load in this.span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This Is conservative except j where point loads occur at 113 points of a span (NDS Table 5.3.2). 3. Grades with equal bending capacity in the top and bottom edges of the beam cross-section are recommended for continuous beams. ! 4. GLULAM: bxd = actual breadth x actual depth. S. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. ! 6. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). j COMPANY R.C.E. Woo'dWorks® (53 0 T94-88 3; Dr.fax (5 Chico CA 95973 (530)894-8833; fax (530)694-8882 SO"WARF FOR WOOD DESIGN cj@r-c-e.com r-C-e.com July 19, 2002 14:48:46 Design Check Calculation Sheet LOADS: ( lbs. psf, or plf ) 1 -7riourary WlUL.l, %Ll / MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 0' 4'-6" 9' PROJECT Montana Res. R. C. E. 2002.033 B7 13'-6" Dead Load Type Distribution Magnitude Location [ftl Pattern 303 Live 900 Bending(+) 2475 Start End Start End Load? 900 Total 1 Dead Full Area 13 (12.50) 3309 No 1203 Bearing: 2 Live Full Area. 40 (12.50) 2 No 1 -7riourary WlUL.l, %Ll / MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 0' 4'-6" 9' PROJECT Montana Res. R. C. E. 2002.033 B7 13'-6" Dead 303 Design Value 839 834 fv @d = 83 303 Live 900 Bending(+) 2475 Fb' = 1137 2475 1.00 900 Total 1203 fb/Fb' = 0.47 3309 Live Defl'n 3309 0.15 = L/360 1203 Bearing: Total Defl'n 0.02 = <L/999 0.22 = L/240 0.10 2 Fcp'= 625 Length 1.0 2.31 E' = 1.6 2.3 0.90 1.01 4xbeams, D.Fir-L, No. 2, 4x8" Self Weight of 6.03 plf automatically included in loads; Service: wet; Lateral support: Top= full, Bottom= at supports; Load combinations: ICBO-UBC SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and In) Criterion Analysis Value Design Value Analysis/Design Shear fv @d = 83 Fv' = 92 fv/Fv' = 0.90 Ct CL Cr CV Bending(+) fb = 424 Fb' = 1137 fb/Fb' = 0.37 1.00 Bending(-) fb = 530 Fb' = 1137 fb/Fb' = 0.47 1.00 Live Defl'n 0.01 = <L/999 0.15 = L/360 0.10 Fv' = 95 Total Defl'n 0.02 = <L/999 0.22 = L/240 0.10 2 ADDITIONAL DATA: FACTORS: F CD CM Ct CL Cr CV Cfu Cr LC# Fb'+= 875 1.00 1.00 1.00 1.000 1.30 1.000 1.00 1.00 2 Fb'-= 875 1.00 1.00 1.00 0.999 1.30 1.000 1.00 1.00 2 Fv' = 95 1.00 0.97 1.00 (CH = 1.000) 2 Fcp'= 625 0.67 1.00 - E' = 1.6 million 0.90 1.00 2 Bending(+): LC# 2 = D+L, M = 1083 lbs -ft Bending(-): LC# 2 = D+L, M = 1354 lbs -ft Shear : LC# 2 = D+L, V = 1805, V@d = 1401 lbs Deflection: LC# 2 = D+L EI= 177.84e06 lb -int Total Deflection = 1.50(Defln dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. I COMPANY PROJECT R.C.E. Montana Res. WoddWorks® 3060 Thorntree Or.#10 Chico CA 95973 � (530) 894-8833; fax (530) 894-8882 toRNAit FOR WOOD M51CM cj@r-c-e.com R.C.E. 2002.033 July 19, 2002 14:48:58 DeckJoistl Design Check Calculation Sheet i LOADS: ( lbs. osf. or Dif )— i *Tributary Width (in) MAXIMUM REACTIONS (Ibs) and BEARING. LENGTHS (in) : 0' Dead Live Total Bearing: Lenqth 65 346 411 1.0 13' 6' I I 3460 411 Lumber -soft, D.Fir-L, No.2, 2x10" Spaced at 16" c/c; Self Weight of 3.3 plf automatically included In loads; Service: wet; Lateral support: Top= full, Bottom= at supports; Repetitive factor: applied where permitted(refer to online help); Load combinations: ICBO-UBC SECTION vs. DESIGN CODE NDS=1997: (stress=psi, and in) Criterion Load Type Distribution Magnitude Start End Location [ft] Start End Pattern Load? I 39 Fv' = 1 2 Dead Live Full Area Full Area 5 (16.0) 40 '749 No *Tributary Width (in) MAXIMUM REACTIONS (Ibs) and BEARING. LENGTHS (in) : 0' Dead Live Total Bearing: Lenqth 65 346 411 1.0 13' 6' I I 3460 411 Lumber -soft, D.Fir-L, No.2, 2x10" Spaced at 16" c/c; Self Weight of 3.3 plf automatically included In loads; Service: wet; Lateral support: Top= full, Bottom= at supports; Repetitive factor: applied where permitted(refer to online help); Load combinations: ICBO-UBC SECTION vs. DESIGN CODE NDS=1997: (stress=psi, and in) Criterion Analysis value Design Value Analysis/Design Shear fv @d = 39 Fv' = 92 fv/Fv' = 0.43 Bending(+) fb = '749 Fb' = 1138 fb/Fb' = 0.66 Live. Defl'n 0.24 = L/649 0.43 = L/360 0.55 Total Defl'n 0.31 = L/506 0.87 = L/180 0.36 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF 'CV Cfu Cr LC# Fb'+= 900 1.00 1.00 1.00 1.000 1.10 1.000 1.00 1.15 2 FV' = 95 1.00 0.97 1.00 (CH = 1.000) 2 Fcp'= 625 0.67 1.00 E' = 1.6 million 0.90 1.00 2 Bending(+): LC# 2 = D+L, M = 1336 lbs -ft Shear : LC# 2 = D+L, V = 411, V@d = 362 lbs Deflection: LC# 2 = D+L EI= 158.29e06 lb -int Total Deflection = 1.50(Defln_dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 7/19/02 - Caisson Design - Montana Residence - R. C. E. 2002.033 Caisson Design Aid For Lateral Bearing Per LIBC 1806.8 Cl JOINTS 34 8I 38 S(psf)= 100 (Class 4 Soil) b(h) = , 2 h(ft) = 1.0 P(Ibs)= 1= 1384 1 A= 6.48 S1= 250 S3= 310 Constrained Condition Required Depth 3.10 ft < 1 -O . Nonconstrained Required Depth 7.50 ft �< - Fx Fy Fz F -result . Mx Mz M -result Dead Load 0.26 9.54 0.09 0.28 0.00 0.00 0.00 Live Load 0.53 ' 13.55 0.10 0.54 0.00 0.00 0.00 Wind Load -0.57 -2.18 0.00 0.57 0.00 0.00 0.00 0.22 20.91 0.19 1.38 0.00 0.00 0.00 (Note: units are F=kips U M=k -ft) Allowable Bearing Capacity(Const.) Allowable Soil Bearing Capacity 3456 psf (DL+LL) 4596 psf (DL+LL+Seismic) Soil Bearing Constrained Condition 7840 psf ndition Excedes the Allowable Bearing Capacity! Soil Bearing Nonconstrained Condition 8532 psf 4 ndition Excedes the Allowable Bearing Capacity! Py�F� Soil Bearing Constrained Condition 7146 psf Condition Excedes the Allowable Bearing Capacity! I Soil Bearing Nonconstrained Condition 7837 psf --A-Condition •xcedes the Allowable Bearing Capacity! NOTE: Isolated poles for the uses such as flagpoles or signs and poles used to support buildings that are not adversely affected by a 1/2" motion at ground surface due to short-te-m lateral loads may be designed using lateral bearing values equal to two times the tabulated values. -� 5 E r-, SOOT IW 6- ; r) rO P) F3 rA � )W 6- 7/19/02 - Caisson Design - Montana Residence - R. C. E. 2002.033 Caisson Design Aid For Lateral Bearing Per UBC 1806.8 C2 JOINTS 35, 36 807 S(psf) = 100 (Class 4 Soil) b(ft) = 2 h(ft) = 1.0 P(Ibs) = 1= 2816 1 A= 9.41 S 1= 350 S3= 400 Constrained Condition Required Depth It 4.00 ft <12.0. -Nonconstralned Required Depth 10.50 ft <121-ORr, Fx Fy Fz F -result Mx Mz M -result Dead Load 0.04 21.39 0.26 0.26 0.00 0.00 0.00 Live Load 0.05 32.75 0.40 0.40 0.00 0.00 0.00 Wind Load -2.15 -0.98 0.00 2.15 0.00 0.00 0.00 -2.06 53.16 0.66 2.82 0.00 0.00 0.00 (Note: units are F=kips 8L M=k -ft) Allowable Soil Bearing Capacity 4320 psf (DL+LL) Soil Bearing Constrained Condition 17870 psf ndition Excedes 7Mhe Bearing Capacity! Soil Bearing Nonconstrained Condition 18891 psf - ndition Excedes 7Mhe Bearing Capacity! Allowable Soil Bearing Capacity 5746 psf (DL+LL+Seismic) P9 F;-- Soil � Soil Bearing Constrained Condition 17558 psf -)(-Condition Lxcedes the Allowable Bearing Capacity! Soil Bearing Nonconstrained Condition 18579 psf ndition Excedes the Allowable Bearing Capacity! NOTE: Isolated poles for the uses such as flagpoles or signs and poles used to support buildings that are not adversely affected by a 1/2" motion at ground surface due to short-term lateral loads may be designed using lateral bearing values equal to two times the tabulated values. - 5� � rovr /wG- F- FoR 35A F, )W6- 7/19/02 - Caisson Design - Montana Residence - R. C. E. 2002.033 Caisson Design Aid For Lateral Bearing Per UBC 1806.8 . C3 JOINTS 1 8117 S(psf)= 100 (Class 4 Soil) . b(ft) = - 2 h(ft) = 1.0 P(Ibs) = 1= 333 1 A= 3.00 S 1= 130 S3= 200 Constrained Condition Required Depth 2.00 ft < 1 r'. Nonconstrained Required Depth 3.90 ft < 1 . P9 F3 Fx Fy Fz F -result Mx Mz M -result Dead Load -0.06 1.58 -0.05 0.08 0.00 0.00 0.00 Live Load -0.13 1.71 0.17 0.21 0.00 0.00 0.00 Wind Load -0.01- -0.01 0.04 0.04 0.00 0.00 0.00 -0.20 3.28 0.16 0.33 0.00 0.00 0.00 (Note: units are F=kips 8E M=k -ft) Allowable Soil Bearing Capacity 3456 osf (DL+LL) Soil Bearing Constrained Condition 1362 psf < Allowable -OK! Soil Bearing Nonconstrained Condition 1660 psf < Allowable -UK! Allowable Soil Bearing Capacity 4596 psf (DL+LL+Seismic) Soil Bearing Constrained Condition 1359 psf < Allowable -OK! Soil Bearing Nonconstrained Condition 1657 psf < Allowable -OK! NOTE: Isolated poles for the uses such as flagpoles or signs and poles used to support buildings that are not adversely affected by a 1/2" motion. at ground surface due to short-term lateral loads may be designed using lateral bearing values equal to two times the tabulated values. 7/19/02 - Caisson Design - Montana Residence - R. C. E. 2002.033 P y r- Ll Caisson Design Aid For Lateral Bearing Per UBC 1806.8 C4 JOINTS 5,9 8213 S(pso = 100 (Class 4 Soil) b(ft) = 2 h(ft) = 1.0 P(Ibs) = 1= 158 1 A= 1.98 S 1= 93 S3= 150 Constrained Condition Required Depth i 1.50 ft < 1 . Nonconstralned Required Depth 2.80 ft . Fx Fy Fz F -result Mx Mz M -result Dead Load -0.02 4.90 -0.05 0.05 0.00 0.00 0.00 Live Load '-0.05 6.48 -0.08 0.09 0.00 0.00 0.00 Wind Load -0.01 0.00 0.00 0.01 0.00 0.00 0.00 -0.08 11.38 -0.13 0.16 0.00 0.00 0.00 (Note: units are F=kips 8T M=k -ft) Allowable Soil Bearing Capacity Allowable Soil Bearing Capacity 3456 psf (DL+LL) 4596 psf (DL+LL+Seismic) Soil Bearing Soil Bearing Constrained Condition Constrained Condition 3860 psf 3860 psf *Condition Excedes the Allowable Bearing Capacity! < Allowable -OK! Sol[ Bearing Soil Bearing Nonconstralned Condition Nonconstralned Condition 4064 psf 4064 psf *Mndttion xcedes the Allowable Bearing Capacity! < Allowable -OK! NOTE: Isolated poles for the uses such as flagpoles or signs and poles used to support buildings that are not adversely affected by a 1/2" motion at ground surface due to short-term lateral loads may be designed using ateral bearing values equal to two times the tabulated values. - SE E FOOT/Kc- F:7y FOa S5AI:i I`r/&- 13 Foot2000 ver. 1.0, Copyright © 1999-2000 Spyder Software Company Info I R. C. E. (Project: 3060 Thorntree Dr.; Suite 10 (Location: Chico, CA, 95973 1 Phone: (530) 894-8833 (Client: Fax: (530) 894-8882 (Job No.: E-mail: cj@r-c-e.com (Footing Id: FOUNDATION PARAMETERS 7/19/02 3:33:22 PM P� FS Project Info Montana Residence A.P.# 037-120-053 Butte County, CA Mark 6 Babette Montana R.C.E. 2002.033 F1 Concrete Ultimate Compressive Strength, f'c......................... 2.00 ksi ConcreteType ...................................................... HardRock ConcreteCover ..................................................... 3.0 in. Steel Ultimate Strength, Fy........................................ 40.0 ksi Column Size ........................................................ 6.00 in. by 6.00 in. Gravity Only Soil Bearing Strength ................................. 1.0 ksf FootingWidth ...................................................... 1.00 ft. FootingLength ..................................................... 1.00 ft. FootingDepth ...................................................... 9.50 in. Punching Shear Stress .............................................. n/a psi BeamShear Stress .................................................. n/a psi Reinforcing Standards per .......................................... ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength............ .00 int Transverse Bottom Reinforcement Required for Strength .............. .00 int Gravity Only Soil Bearing.. ......................................... .0 ksf LOADING PARAMETERS'- ACI LOAD CASES CONSIDERED: 1.4D + 1.71, UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Foot2000 ver. 1.0, Copyright © 1999-2000 Spyder Software 7/19/02 3:35:52 PM P� F Company Info I Project Info R. C. E. ]Project: Montana Residence 3060 Thorntree Dr.; Suite 10` ]Location: A.P. # 037-120-053 Chico, CA, 95973 1 Butte County, CA Phone: (530) 894-8833 (Client: Mark 6 Babette Montana Fax: (530) 894-8882 ]Job No.: R.C.E. 2002.033 E-mail: cj@r-c-e.com (Footing Id: F1 Joints 34;38 FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ ConcreteType ...................................................... ConcreteCover ..................................................... SteelUltimate Strength, Fy........................................ ColumnSize ........................................................ Gravity Only Soil Bearing Strength .................................. Wind Load Soil Bearing Strength .................................... Seismic Load Soil Bearing Strength ................................. FootingWidth ..................................................... Footing*Length.................................................... FootingDepth ..................................................... PunchingShear Stress........ ................................... Beam Shear Stress .................................................. ReinforcingStandards per .......................................... Longitudinal Bottom Reinforcement Required for Strength............ Transverse Bottom Reinforcement Required for Strength .............. GravityOnly Soil Bearing .......................................... WindLoad Soil Bearing ............................................. SeismicLoad Soil Bearing.. ......................................... LOADING PARAMETERS - ACI LOAD CASES CONSIDERED: 2.00 ksi HardRock 3.0 in. 40.0 ksi 6.00 in. by 6.00 in. 2.0 ksf 2.7 ksf 2.7 ksf 3.50 ft. 3.50 ft. 18.00 in. 24.39 psi 4.98 psi ASTM -A615 .27 int (2-#4) .28 int (2-#4) 2.0 ksf 2.2 ksf 2.1 ksf 1A D + 1.71, 0.75(1.4D + 1.71, + 1.7W) 0.9D + 1.3W 0.75(1.4D + 1.71, + 1.87E) 0.9D + 1.43E UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 9.54 0.00 0.00 Live Load 13.55 0.00 0.00 Wind Load 2.18 0.00 0.00 Earthquake 1.71 0.00 0.00 X W = 3.50' As = 2-#4 Bars 0 - Cover Cover 1 3.00" Foot2000 ver. 1.0, Copyright © 1999-2000 Spyder Software 7/19/02 3:35:57 PM pu C Company Info I Project Info (✓ r R. C. E. (Project: Montana Residence 3060 Thorntree Dr.; Suite 10 (Location: A.P. # 037-120-053 Chico, CA, 95973 1 Butte County, CA Phone: (530) 894-8833 (Client: Mark & Babette Montana Fax: (530) 894-8882 (Job No.: R.C.E. 2002.033 E-mail: cj@r-c-e.com (Footing Id: F2 Joints 35;36;37 FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ Concrete -Type ...................................................... Concrete -Cover ..................................................... Steel Ultimate Strength, Fy........................................ ColumnSize ........................................................ Gravity Only Soil Bearing Strength ................................. Wind Load Soil Bearing Strength .................................... Seismic Load Soil Bearing Strength ................................. FootingWidth ...................................................... FootingLength ..................................................... Footing"Depth....................................................... PunchingShear Stress .............................................. BeamShear Stress .................................................. ReinforcingStandards per .......................................... Longitudinal Bottom Reinforcement Required for Strength............ Transverse Bottom Reinforcement Required for Strength .............. GravityOnly Soil Bearing .......................................... WindLoad Soil Bearing ............................................. SeismicLoad Soil Bearing .......................................... LOADING PARAMETERS - ACI LOAD CASES CONSIDERED: 2.00 ksi HardRock 3.0 in. 40.0 ksi 6.00 in. by 6.00 in. 2.0 ksf 2.7 ksf 2.7 ksf 5.50 ft. 5.50 ft. 30.00 in. 20.35 psi 2.60 psi ASTM -A615 .61 in' (4-#4) .62 in' (4-#4) 1.9 ksf 2.0 ksf 2.0 ksf 1.4D + 1.71, 0.75(1.4D + 1.7L + 1.7W) 0.9D + 1.3W 0.75(1.4D + 1.7L + 1.87E) 0.9D + 1.43E UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 21.39 0.00 0.00 Live Load 32.75 0.00 0.00 Wind Load 0.98 0.00 0.00 Earthquake 0.78 0.00 0.00 i d= 30.00" X W = 5.50' As = 4-#4 'ove r 3.00" Foot2000 ver. 1.0, Copyright © 1999-2000 Spyder Software 7/19/02 3:36:01 PM Company Info I R. C. E. (Project: 3060 Thorntree Dr.; Suite 10 (Location: Chico, CA, 95973 1 Phone: (530) 894-8833 (Client: Fax: (530) 894-8882 (Job No.: E-mail: cj@r-c-e.com (Footing Id: Joints 5;9;13 Project Info Montana Residence A.P. # 037-120-053 Butte County, CA Mark & Babette Montana R.C.E. 2002.033 F4 FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ ConcreteType ........... :........................................... ConcreteCover ..................................................... Steel Ultimate Strength, Fy........................................ ColumnSize ......................................................... Gravity Only Soil Bearing Strength ................................. Wind Load Soil Bearing Strength .................................... Seismic Load Soil Bearing Strength ................................. FootingWidth.; .................................................... FootingLength ..................................................... FootingDepth ................. ................................... PunchingShear Stress .............................................. BeamShear Stress .................................................. Reinforcing Standards per ........................................... Longitudinal Bottom Reinforcement Required for Strength............ Transverse Bottom Reinforcement Required for Strength .............. Gravity Only Soil Bearing .......................................... Wind Load Soil Bearing ............................................. Seismic Load Soil Bearing .......................................... LOADING PARAMETERS - ACI,LOAD CASES CONSIDERED: 2.00 ksi HardRock 3.0 in. 40.0 ksi 6.00 in. by 6.00 in. 2.0 ksf 2.7 ksf 2.7 ksf 2.50 ft. 2.50 ft. 12.00 in. 28.68 psi 8.18 psi ASTM -A615 .00 int .00 int 1.9 ksf 1.9 ksf 1.9 ksf 1.4D + 1.71, 0.75(1.4D + 1.7L + 1.7W) 0.9D + 1.3W 0.75(1.4D + 1.71, + 1.87E) 0.9D + 1.43E UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 4.90 0.00 0.00 Live Load 6.48 0.00 0.00 Wind Load 0.00 0.00 0.00 Earthquake 0.00 0.00 0.00 X W = 2.50' / Cover = 3.00" `0- Foot2000 ver. 1.0, Copyright © 1999-2000 Spyder Software 7/19/02 3:36:06 PM Py F':Q Company Info R. C. E. 3060 Thorntree Dr.; Suite 10 Chico, CA, 95973 Phone: (530) 894 -8833 - Fax: (530) 894-8882 E-mail: cj@r-c-e.com Floor girder FOUNDATION PARAMETERS I Project Info (Project: Montana Residence ILocation: A.P. # 037-120-053 1 Butte County, CA (Client: Mark & Babette Montana 1Job No.: R.C.E. 2002.033 (Footing Id: FS Concrete Ultimate Compressive Strength, V c ........................ ConcreteType ...................................................... ConcreteCover ..................................................... Steel Ultimate Strength, Fy........................................ ColumnSize....... .............................................. Gravity Only Soil Bearing Strength .................................. Wind Load Soil Bearing Strength .................................... Seismic Load Soil Bearing Strength ................................. FootingWidth ...................................................... FootingLength ..................................................... FootingDepth ...................................................... PunchingShear Stress .............................................. BeamShear Stress .................................................... ReinforcingStandards per .......................................... Longitudinal Bottom Reinforcement Required for Strength............ Transverse Bottom Reinforcement Required for Strength .............. Gravity Only Soil Bearing .......................................... WindLoad Soil Bearing.. ........................................... SeismicLoad Soil Bearing .......................................... LOADING PARAMETERS - ACI LOAD CASES CONSIDERED: 2.00 ksi HardRock 3.0 in. 40.0 ksi 6.00 in. by 6.00 in. 2.0 ksf 2.7 ksf 2.7 ksf 1.50 ft. 1.50 ft. 12.00 in. 4.07 psi n/a psi ASTM -A615 .00 in' .00 in' 1.5 ksf 1.5 ksf 1.5 ksf 1.4D + 1.71, 0.75(1.4D + 1.7L + 1.7W) 0.9D + 1.3W 0.75(1.4D + 1.71, + 1.87E) 0.9D + 1.43E UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 0.84 0.00 0.00 Live Load 2.50 0.00 0.00 Wind Load 0.00 0.00 0.00 Earthquake 0.00 0.00 0.00 d = 12.00" i W = 1. 50, Cover = 3.00" i G 1997 NDS Bolt Yield Limit Analysis For Single Shear Wood -to -Metal Connections Connection ID: DECK LEDGER 11 Loadings N.D.S. 8.2.2 Eq.'s Dead = 63 lbs. Bolt Diameter = 0.500 Inches 474 Ib. Mode Im Floor = 250 lbs. Fyb = 45 ksl (for A307 bolt) Eq 8.2-3 Z = Snow = 0 lbs. tm = 1.50 Inches (main member) Const. = 0 lbs. width, m = 5.25 Inches (main member) Seismic = 0 lbs. Om = 90 degrees Wind = 0 lbs. Em = 1,600 ksl (main member) Fern (parallel) = 5,600 psi (parallel) Z' = Z(CD*CM*Ct*Cg*CA) Fern (perpendicular) = 3,158 psi (main member) Dead Condition Z' = SGm = 0.50 DF -L Main Member Specific Gravity, EWP, DF -L, HF, SP or SPF Feme = 3,158 psi (main member) Floor Condition Z' = 261 CD = is = 0.38 Inches (side member) Floor Loads OK!! width, s = .12.00 Inches (side member) 1.15 600 Es = 29,000 ksl (side member) Const. Condition Z' = 326 CD = Fes = Fu = 58 ksl (for A36 steel) Const. Loads OK!! Re = 0.0544 1.33 694 Rt = 4.0000 Wind Condition Z' = 417 CD = Ke = 1.2500 Wind Loads OK!! kI = 0.1459 k2 = 0.8109 U = 7.5696 CM = 0.75 Wet Service Factor CM = 1.00 Temperature Factor C, = 1.00 Geometry Factor Ce= 0.99 Group Action Factor Cg = 0.096552 Member Stiffness Ratio m = 0.833567 u = 1.016615 n = 2 number of fasteners in a row S = 4 Inches, Boit Spacing (In a row) nrow = 1 total number of rows ntowi = 2 total number of fasteners N.D.S. 8.2.2 Eq.'s Eq 8.2-1 Z = 474 Ib. Mode Im Eq 8.2-3 Z = 353 Ib. Mode IS Eq 8.2-4 Z = 433 Ib. Mode Ill n Eq 8.2-5 Z = 545 Ib. Mode 111, Eq 8.2-6 Z = 592 Ib. Mode IV Z' = Z(CD*CM*Ct*Cg*CA) Connection Capacity, lbs. Dead Condition Z' = 235 CD = 0.90 470 Dead Loads OK!! Floor Condition Z' = 261 CD = 1.00 522 Floor Loads OK!! Snow Condition Z' = 300 CD = 1.15 600 Snow Loads OK!! Const. Condition Z' = 326 CD = 1.25 652 Const. Loads OK!! Sels Condition Z' = 347 CD = 1.33 694 Seismic Loads OK!! Wind Condition Z' = 417 CD = 1.60 835 Wind Loads OK!! TA/VA ?PF5, I P6E a o - o Nw 1 OAD oL-- 9.01" LL = 3A-7Sx P= 5� I4K d• No. 5505 Engineers Computation Pad ,t It , c� s o JQp P v cs� -- +C •1 d C i 1 n d C) , s � v UI � t 7/19/02 Lateral Analysis - Montana Res. - R.C.E. fob 2002.033 i _ b = 6.00 in d = 6.00 in P = 40.68 kips —X Vx = 0.00 kips VY = 0.00 kips _ I Mx = 139.46 in -kips My = 24.33 in -kips i Mz = 0.00 in -kips b Fw = 21.00 ksi 1 = 1.33 Aw = 2d + 2b = 24.00 in Sx = bd + d6 = 48.00 in Sy = bd +b2/3 = 48.00 in JW = (b+d)^3/6 = 288.00 in^3 fl = P/A + Mx/Sx + My/Sy f2 = Vx/A + yMz/Jw P = - Vy/A + xMz/Jw ft = . (flz+ f22+ f3 2)1/2 = 5.107 kips/in 0.000 kips/in 0.000 kips/in = 5.107 kips/in Required Weld = f t/Fw = 0.183 in Throat Required Fillet = ft/(Fw*.707) = 0.259 in Weld Copyr/ght 2002 Spyder Software 6/24/2002 -- Montana Residence -- RCE job No. 2002.033 Anchorage Per U.B.C. 1925.2 8t .3 Vdl = 0.15 Pdl = -19.16 VII = • 0.14 PH = -22.28 Vw = 2.45 PW = 2.50 Veq = 2.71 Peq = 2.84 Vu = 4.14 Kips, Factored Shear Pu = -13.18 Kips, Factored Tension Ab = 0.31 int, Single Bolt Area Vs= 40 ksi, Bolt Strength Vc= 2 ksi, Concrete Strength As = 800 int, Sloping Shear Area At = 120 int, Tension Area de = 12 in, edge distance(0 = N/A) # bolts= 4 Total # of Bolts # Rows = 2 Total # of Rows 0 = 0.65 Strength Reduction Factor L = 1 1 fpr Normal Concrete Inspection d (y/n)? n Embedded In Zone(y/n)? n Pss= 0.9*Ab* f's 0*Pc= OL*(f'c)'/2*[(2.8*As)+(4*At)] ;s= 0.75*Ab* Vs *Vc= 0*800*Ab*L*(f'c)'/2 *Vc= 0*2*T*dee*L*(Vc)'/2 Steel Column i = (1 /0) * [(2Pu/Pc)2 + (2Vu/Vc)2] i= 0.13 < 1 OKII i = (1 /0) * (2Pu/Pc) i = -0.33 < 1 OKH i = (1/0)*(2Vu/Vc) i = 0.29 < 1 00 i = (2Pu/Ps)2 +* (2Vu/Vs)2 i = 0.41 < 1 OKII i = (2Pu/Ps) i = -0.60 < 1 OKii i = (2Vu/Vs) i = 0.22 < 1 OKII Pss = 11.04 Kips 0*Pc= 79.07 Kips Vss= 9.20 Kips 0*Vc= 28.54 Kips 0*Vc= 52.60 Kips P; A MN/ELEM 33 STRUCTURE DATA 19 TYPE _ SPACE 30 Ig NJ = 42 16 NM = SiI NE = 0 14 NS = 0 12 1 NR J= 18 0 13 7 NL = 13 4 1 XMAX= 81.9 6 9 YMAX= 30.0 IMAX= 23.9 s 3e 1 7 ' 6 5 4 J=42,M=57 UNIT FEE POU 5 T A A D POST—PLOT (REV: 22.3 ) DATE: JUL 19, 2002 TITLE: MONTANA FRAME MN/ELEM STRUCTURE DATA 3S TYPE = SPACE - 34 6 5 + 3'3 NJ = 42 NM = 57 S S'S NE = 0 53 31 32 ` NS = 0 29 30 S1 S2 NR J= 18 4 Sm 213 NL = 1 3 S 3 X M A X = 91 .9 7 49 13 Y MAX = 30 . 0 4 4 2 2 ' 46 it ZMAX= 23.9 t a3 0 9 7 J=42,M=57 UNIT FEE POU S T A A 0 POS T- P L O T(REV: 22. 3) DATE: JUL IB, 2002 TITLE: MONTANA FRAME User ID: R: C: E. PAGE NO. aaaaara+aaa+aaaaa+•+sass++aaaaal+a+lass+#las+a+aa+ * a + S T A A D - III • Revision 22.3 • Proprietary Program of • Research Engineers, Inc. + Date= JUL 18, 2002 + Time= 15: 2: 6 a ! + USER ID: R. C. E. #!f+#+aa+##laaaf laaaa+Rala#a#++a!#k#aka!!!!!#a+la! 1. STAAD SPACE MONTANA FRAME 2. INPUT WIDTH 72 3. PAGE LENGTH 66 4. SET NL 13 5. UNIT INCHES KIP 6. JOINT COORDINATES 7. 1 .000 .000 .000 8. 2 .000 .000 -93.000 9.• 3 .000 .000 -245.000 10. 4 .000 .000 -287.000 11. 5 186.000 .000 .000 12. 6 186.000 .000 -93.000 13. 7• 186.000 -'.000 -245.000 14. 8 186.000 .000 -287.000 15. 9 381.500 .000 .000 16. 10 381.500 .000 -132.500 17. 11 381.500 .000 -245.000 18. 12 381.500 .000 -287.000 19. 13 736.000 .000 .000 20. 14 736.000 .000 -132.500 21. 15 736.000 .000 -245.000 22. 16 736.000 .000 -287.000 23. 17 982.500 .000 .000 24. 18 982.500 .000 - -245.000 25. 19 982.500 .000 -287.000 26. 20 218.000 .000 -245.000 . 27.' 21 262.000 .000 -245.000 28. 22 305.500 .000 -245.000 29. 23 349.500 .000 -245.000 30. 24 768.250 .000 -245.000 31. 25 859.250 .000 -245.000 32. 26 950.250 .000 -245.000 33.• 27 218.000 120.000 -245.000 34. 26 262.000 120.000 -245.000 35. 29 305.500 120.000 -245.000 36. 30 349.500 120.000 -245.000 37. 31 768.250 120.000 -245.000 38. 32 859.250 1120.004 -245.000 39. 33 950.250 120.007 -245.000 40. 34 .000 -240.000 -245.000 41. 35 186.000 '-240.000 -245.000 42. 36 381.500 -240.000 -245.000 43. 37 736.000 -240.000 -245.000 44. 38 982.500 -240.000 -245.000 45. 39 93.000 .000 -245.000 46. 40 283.750 .000 -245.000 47. 41 558.750 .000 -245.000 48. 42 .000 120.000 -245.000 49. MEMBER INCIDENCES MONTANA FRAME 50. 1 3 34 51. 2 7 35 52, 3 11 36 .53. 4, 15 37 54. 5 18 38 55. 6 34 39 56. 7 35 39 57. 8 35 40 58. 9 36 40 59. 10 .36 41 60. 11 37 41 61. 12 37 25 62. 13 38 25 63. 14 3 39 64. 15 39 7 65. 16 7 20 66. 17 20 21, 67. 18 21 40; 68. 19 40 22 69. 20 22 23 70. 21 23 11 71. 22 11 41 72. 23 41 .15 73. 24 15 24 74. 25 24 25 75. 26 25 26 76. 27 26 18 77. 28 3 42 78. 29 20 27 79. 30 21 28 80. 31 22 29 81. 32 23 30 82. 33 24 31 83. 34 25 32 84. 35 .26 33 85. 36 42 27 86. 37 27 28 87. 38 28 29 88. 39 29 •30 89. 41 31 32 90. 42 32 -33 91. 43 1 2 92. 44 2 3 93. 45 3 4 94. 46 5 6 95. 47 6 7 96. 48 7 8 97. 49 9 10 98. 50 10 11 99. 51 11 12 100. 52 13 14 101. 53 14 15 102. 54 15 16 103. 55 17 18 104. 56 18 19 105. 57 2 6 106. 58 10 14 107. MEMBER PROPERTY AMERICAN' 108. 1 TO 6 TABLE ST TUB80806 109. 7 TO 13 TABLE ST TUB80806' 110. •14 TO 27 TABLE ST TUBE TH .375 WT 8. DT 16. 111. 14 TO 27 TABLE ST TUB180606 112. 28 TO 35 TABLE ST TUB50506 113. `36 TO 39 41 42 TABLE ST TUB90506 User ID: R. C. E: -- PAGE NO.2 MONTANA FRAME 114. 36 TO 39 41 42 TABLE ST TUBE TH .375 WT 5. DT 10. 115. 43 TO 58 TABLE ST TUBE TH .5 WT 8. DT 16. 116: CONSTANT 117, E STEEL ALL 118. DENSITY STEEL ALL 119. POISSON STEEL ALL 120. SUPPORT 121. 34 TO 38 PINNED 122. 1 5 9 13 17 PINNED 123. 27 TO 33 42 FIXED BUT FX FY MX MY MZ 124. INACTIVE MEMB 7 TO 13 125. UNIT FEET POUND 126. LOAD 1 DEAD LOAD 127, MEMBER LOAD 128. 36 TO 39 41 42 UNI GY -564. 129. 14 15 UNI GY -189. 130. 16 TO 27 UNI GY -88. _ 131. 57 58 UNI GY -127. 132. 55 CON GY -1300. 11. 133. 47 CON GY -1030. 3.25 134. JOINT LOAD 135. 10 FY -1030. 136. 14 FY -1300. 137. SELFWEIGHT Y -1. 138. JOINT LOAD 139. 10 14 FY -4408. 140. 4 FY -62. 141. 8 FY -127. 142. 12 FY -183. 143. 16 FY -200. 144. 19 FY -83. 145. MEMBER LOAD 146. 50 53 CON GY -5173. 6.667 147, PERFORM ANALYSIS P R O B L E M S T A T I S T I C S ----------------------------------- User ID! R. U. L•. -- PAGE N0. S r 3 NUMBER OF JOINTS/DffiIDER+ELEMENTS/SUPPORTS 42/ 57/ 18 ORIGINAL/FINAL BAND -WIDTH - 39/ 6 TOTAL PRIMARY LOAD CASES = 1, TOTAL DEGREES OF FREEDOM = 214 SIZE OF STIFFNESS MATRIX = 8132 DOUBLE PREC. WORDS REQRD/AVAIL. DISK SPACE= 12.12/ 2047.7 MB, 'EXMEM = 1968.1 MB ++ Processing Element Stiffness Matrix. 15: 2: 6 ++ Processing Global Stiffness Matrix. 15: 2: 6 ++ Processing Triangular Factorization. 15: 2: 6 ++ Calculating Joint Displacements. 15: 2: 6 ++ Calculating Member Forces. 15: 2: 6 148. CHANGE 149. INACTIVE MEMB 7 TO 13 150. LOAD 2 LIVE LOAD 151. MEMBER LOAD 152. 36 TO 39 41 42 UNI GY -1025. 153. 14 15 UNI GY -580. 154. 16 TO 27 UNI GY -270. 155. 57 58 UNI GY -390. 156. 55 CON GY -4000. 11. 157. 47 CON GY -3170. 3.25 158. JOINT LOAD 159. 10 FY -3170. 160. 14 FY -4100. User ID: R. C. E. MONTANA FRAME -- PAGE NO.6r- 4 161. JOINT LOAD 162. 10 14 FY -3712. 163. 4 FY -310. 164. 8 FY -635. 165. 12 FY -915. 166. 16 FY -1000. 15: 2: 7 167. 19 FY -410. 15: 2: 7 168. MEMBER LOAD 15: 2: 7 169. 50 53 CON GY -8033. 6.667 15: 2: 7 170. PERFORM ANALYSIS 15: 2: 7 ++ Processing Element Stiffness Matrix. 15: 2: 6 ++ Processing Global Stiffness Matrix. 15: 2: 6 ++ Processing Triangular Factorization. 15: 2: 6 ++ Calculating Joint Displacements. 15: 2: 6 ++ Calculating Member Forces. 15: 2: 7 171. CHANGE 172. LOAD 3 SEISMIC 173. MEMBER LOAD 174. 36 TO 39 41 42 UNI X 128. 175. 14 TO 27 UNI X 18. 176. PERFORM ANALYSIS 15: 2: 7 ++ Processing Element Stiffness Matrix. 15: 2: 7 ++ Processing Global Stiffness.Matrix. 15: 2: 7 ++ Processing Triangular Factorization. 15: 2: 7 ++ Calculating Joint Displacements. 15: 2: 7 ++ Calculating Member Forces. 15: 2: 7 177. CHANGE 178. LOAD 4 WIND 179. MEMBER LOAD 180. 36 TO 39 41 42 UNI X 102. 181. 14 TO 27 UNI X 13. 182. PERFORM ANALYSIS 15: 2: 7 ++ Processing Element Stiffness Matrix. 15: 2: 7 ++ processing Global Stiffness Matrix. 15: 2: 7 ++ Processing Triangular Factorization. 15: 2: 7 ++ Calculating Joint Displacements. 15: 2: 7 ++ Calculating Member Forces. 15: 2: 7 183. CHANGE 184. INACTIVE MEMB 7 TO 13 185. LOAD 5 DL + LL 186. REPEAT LOAD 187. 1 1. 2 1. 188. PERFORM ANALYSIS 15: 2: 7 ++ Processing Element Stiffness Matrix. 15: 2: 7 ++ Processing Global Stiffness Matrix. 15: 2: 7 ++ Processing Triangular Factorization. 15: 2: 7 ++ Calculating Joint Displacements. 15: 2: 7 ++ Calculating Member Forces. 15: 2: 7 189. CHANGE 190. LOAD 6 DL + LL + EQ 191. REPEAT LOAD 192. 1 1. 2 1. 3 1. 193. PERFORM ANALYSIS ++ Processing Element Stiffness Matrix. 15: 2: 7 ++ Processing Global Stiffness Matrix. 15: 2: 7 ++ Processing Triangular Factorization. 15: 2: 7 ++ Calculating Joint'Displacements. 15: 2: 7 ++ Calculating Member Forces. 15: 2: 7 194. CHANGE MONTANA FRAME 195. LOAD 7 DL + LL + WIND 196. REPEAT LOAD 197. 1 1. 2 1. 9 1. 198. PERFORM ANALYSIS ++ Processing Element Stiffness Matrix. ++ Processing Global Stiffness Matrix. ++ Processing Triangular Factorization. ++ Calculating Joint Displacements. ++ Calculating Member Forces. , 199. CHANGE 200. LOAD 8 O.667DL + WIND 201. REPEAT LOAD 202. 1 .667 9 1. 203. PERFORM ANALYSIS ++ Processing Element Stiffness Matrix. ++ Processing Global Stiffness Matrix. ++ Processing Triangular Factorization. ++ Calculating Joint Displacements. ++ Calculating Member Forces. 204. CHANGE 205. LOAD 9 0.85DL + EQ 206. REPEAT LOAD 207. 1 .85 3 1. 208. PERFORM ANALYSIS ++ Processing Element Stiffness Matrix. ++ Processing Global Stiffness Matrix. ++ Processing Triangular Factorization. ++ Calculating Joint Displacements. ++ Calculating Member Forces. User ID: R. C. E. -- PAGE N0. 6 f 5 15: 2: 7 15: 2: 7 15: 2: 7 15: 2: 7 15: 2: 7 15: 2: 7 15: 2: 7 15: 2: 7 15: 2: 7 15: 2: 7 15: 2: 7 ' 15: 2: 7 15: 2: 7 15: 2: 7 15: 2: 7 209. CHANGE 210. LOAD 10 COLUMN AXIAL COMPRESSION PER = UBC 2211.5.1 - UBC 2211.5.1 211. REPEAT LOAD 216. REPEAT LOAD 212. 1 1. 2 .7 3 2.25 213. PERFORM ANALYSIS ++ Processing Element Stiffness Matrix. 15: 2: 7 ++ Processing Global Stiffness Matrix. 15: 2: 7 ++ Processing Triangular Factorization. 15: 2: 7 ++ Calculating Joint Displacements. 15:-2: 7 ++ Calculating Member Forces.. 15: 2: 7 214. CHANGE 220. LOAD 12 COLUMN AXIAL TENSION PER - 215. LOAD 11 COLUMN AXIAL COMPRESSION PER - UBC 2211.5.1 221. REPEAT LOAD 216. REPEAT LOAD 222. 1 .85 3 2.25 217. 1 1. 2 .7 3 -2.25 ++ Processing.Element Stiffness Matrix. 218. PERFORM ANALYSIS 2: 8 ++ Processing Global Stiffness Matrix. 15: ++ Processing Element Stiffness•Matrix. 15: 2: 8 ++ Processing Global Stiffness Matrix. 15: 2: 8 - ++ Processing Triangular Factorization. 15: 2: 8 ++ Calculating Joint Displacements. 15: 2: 8 ++ Calculating Member Forces. 15: 2: 8 219. CHANGE 220. LOAD 12 COLUMN AXIAL TENSION PER - UBC 2211.5.1 221. REPEAT LOAD 222. 1 .85 3 2.25 223. PERFORM ANALYSIS ++ Processing.Element Stiffness Matrix. 15: 2: 8 ++ Processing Global Stiffness Matrix. 15: 2: 8 ++ Processing Triangular Factorization. 15: 2: 8 ++ Calculating Joint Displacements. 15: 2: 8 MONTANA FRAME ++ Calculating Member Forces. 229. CHANGE 225. LOAD 13 COLUMN AXIAL TENSION PER - UBC 2211.5.1 226. REPEAT LOAD 227. 1 .85 3 -2.25 228. PERFORM ANALYSIS ++ Processing Element Stiffness Matrix. ++ Processing Global Stiffness Matrix. ++ Processing Triangular Factorization. ++ Calculating Joint Displacements. ++ Calculating Member. Forces. 229. CHANGE 230. 'PDELTA 9 ANALYSIS 231. PLOT SECTION FILE 232. 'AISC CODE CHECK OF.GRAVITY ONLY I = 1.0 233. LOAD LIST 1 2 5 234. PARAMETER 235. CODE AISC 236. UNIT INCHES KIP 237. FYLD 46. ALL 238. RATIO 1. ALL 239. BEAM 1. ALL 240. 'TRACK 1. ALL 241. CHECK CODE ALL l v User ID: R. C. E: -- PAGE NO: 6 15: 2: 8 15: 2: .8 15: 2: 8 15: 2: 8 15: 2: 8 15: 2: 8 MONTANA FRAME STAAD-III CODE CHECKING - (AISC) aaaaaaaaaraaaaaaaaaaaaa ALL UNITS ARE - KIP INCH (UNLESS OTHERWISE NOTED) User ID: R. C. E. -- PAGE NO. 7 MEMBER TABLE RESULT/ FX CRITICAL COND/ MY RATIO/ M2 LOADING/ LOCATION 1 ST TUB 80806 PASS AISC- H1-3 .136 5 20.61 C 25.68.62 .00 2 ST TUB 80806 PASS AISC- H1-1 .303 5 43.16 C 45.51 -21.68 .00 3 ST TUB 80806 PASS AISC- H1-1 .457 5 46.18 C 157.47 8.66 .00 4 ST TUB 80806 PASS AISC- H1-1 .536 5 54.14 C 165.90 -22.40 .00 5 ST TUB 80806 PASS AISC- H1-3 .281 5 19.63 C 36.34 98.93 .00 6 ST TUB 80806 PASS AISC- H1-3 .043 5 2.59 C 20.38 -1.49 257.39 7 ST TUB 80806 PASS AISC- H1-3 .000 1 .00 C .00.00 257.39 8 ST TUB 80806 PASS AISC- H1-3• .000 1 .00 C .00 .00 259.14 9 ST TUB 80806 PASS AISC- H1-3 .000 1 .00 C. .00.00 259.14 10 •ST TUB 80806 PASS AISC- H1-3 .000 1 .00 C .00.00 298.36 11 ST TUB 80806 PASS AISC- H1-3 .000 1 .00 C .00.00 298.36 12 ST TUB 80806 PASS AISC- H1-3 .000 1 .00 C .00.00 269.80 13 ST TUB 80806 PASS AISC- H1-3 .000 1 .00 C .00.00 269.80 14 ST TUB 180606 PASS AISC- H2-1 .038 5 1.89 T -5.92 -54.90 50.22 15 ST TUB 180606 PASS AISC- H2-1 .218 5 1.12 T 4.84 413.84 93.00 16 ST TUB 180606 PASS AISC- H2-1 .263 5 1.28 T . -19.65 475.11 .00 17 ST TUB 180606 PASS AISC- H2-1 .234 5 .59 T -5.73 -447.33 .00 18 ST TUB 180606 PASS AISC- H2-1 .104 5 .45 T 9.00 -185.76 14.50 19 ST' TUB 180606 PASS AISC- H2-1 .105 5 .45 T 9.96 -184.79 .00 20 ST TUB 180606 PASS AISC- H2-1 .113 5 .01 T 12:92 -197.39 .00 21 ST TUB 180606 PASS AISC- H1-3 .259 5 .54 C• • -11.10 485.01 32.00 22 ST TUB 180606 PASS AISC- H1-3 .159 5 .58 C -5.07 299.72 .00 23 ST TUB 180606 PASS AISC- H1-3 .264 5 .58 C 1.93 511.30 177.25 24 ST TUB 180606 PASS AISC- H1-3 .399 5 .41 C -22.73 739.15 .00 25 ST TUB 180606 PASS AISC- H2-1 .349 5 .59 T 10.29 -663.18 91.00 • User ID: R. C. E. MONTANA FRAME -- PAGE NO. 8 ALL UNITS ARE - KIP INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ am aaaaavansaver�a-m FX MY ary M2 axaa=aaaa LOCATION ______ 26 ST TUB 180606 PASS AISC- H2-1 .345 5 .69 T 10.21 -656.50 .00 27 ST TUB 180606 PASS AISC- H1-3 .181 5 .41 C 4.46 -344.94 .00 28 ST TUB 50506 PASS AISC- H1-3 .697 5 12.93 C -1.34 150.11 120.00 29 ST TUB 50506 PASS AISC- H1-1 .481 5 33.02 C -1.34 -59.06 120.00 30 ST TUB 50506 PASS AISC- H2-1 .172 5 7.74 T -22.34 10.17 .00 31 ST TUB 50506 PASS 'AISC- H1-3 .267 5 4.99 C 1 -31.64 26.43 .00 32 ST TUB 50506 PASS AISC- H1-3 .369 5 4.97 C -50.99 32.78 .00 33 ST TUB 50506 PASS AISC- H1-3 .330 5 7.50 C 5.88 63.32 120.00 34 ST TUB 50506 PASS AISC- H1-3 .211 5 10.32 C -27.17 -6.68 .00 35 ST TUB 50506 PASS AISC- H1-3 .383 5 7.47 C -15.38 67.10 .00 36 ST TUB E PASS AISC- H1-3 .884 5 1.82 C .09 593.72 218.00 37 ST TUB E PASS AISC- H1-3 .788 5 1.13 C .49 534.67 .00 38 ST TUB E PASS AISC- H1-3 .100 5 .99 C .02 .-65.59 18.13 39 ST TUB 'E PASS AISC- H1-3 .075 5 •.56 C -.07 -50.00 8.80 41 ST TUB E PASS AISC- H1-3 .199 5 1.100 C .02 -132.85 53.69 42 ST TUB E PASS AISC- H1-3 .198 5 1.10 C .11 -132.09 36.40 43 ST TUB E PASS AISC- H2-1 .130 5 .23 T -18.13 -279.34 93.00 44 ST TUB E PASS AISC- H1-3 .127 5 .05 C 7.10 -291.32 .00 45 ST TUB E PASS AISC- H1-3 .009 5 .00 C .00 21.06 .00 46 ST TUB E PASS AISC- H1-3 .201 5 .09 C -13.68 -457.23 93.00 47 ST TUB E PASS AISC- H2-1 •.196 5 .19 T 13.09 -445.25 .00 48 ST TUB E PASS AISC- H1-3 .016 5 .00 C .00 37.44 .00 49 ST TUB E PASS AISC- H2-1 .587 5 .04 T -15.53 -1373.03. 132.50 50 ST TUB E PASS AISC- H1-3 .578 5 .'04 C -2.07 -1372.95 .00 51 ST TUB E PASS AISC- H2-1 .022 5 .00 T .00 51.55 .00 52 ST TUB E 'PASS AISC- H1-3 .617 5 1.13 C -9.89 -1453.72 132.50 53 ST TUB E PASS AISC- H1-3 .614 5 .05 C 5.02 -1453.79 .00 _ User ID: R. C. E. MONTANA FRAME -- PAGE NO. 9. ALL UNITS ARE - KIP ,INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION 54 ST TUB E PASS AISC- H2-1 .023 5 .00 T .00 55.84 .00 55 ST TUB E PASS AISC- H2-1 .143 5 .02 T .52 -338.89 129.85 56 ST TUB E PASS AISC- H2-1 .011 5. .00 T .00 26.14 .00 57 ST TUB E PASS AISC- H2-1 .075 5 .10 T .77 -177.58 93.00 58 ST TUB E PASS AISC- H2-1 .245 5 .19 T .72 -582.58 177.25 242. 'AISC.CODE CHECK OF LATERAL CONDITIONS I = 1.33 243. LOAD LIST 3 4 6 TO 9 244. PARAMETER 245. CODE AISC 246. FYLD 46. ALL 247. RATIO 1.33 ALL 248. BEAM 1. ALL 249. 'TRACK 1. ALL 250. CHECK CODE ALL I MONTANA FRAME STAAD-III CODE CHECKING - (AISC) ♦♦trartttn�t•*•+t**:♦,tar User ID: R. C: E. -- PAGE N0. 10 ALL UNITS ARE - KIP INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY M2 LOCATION 1 ST TUB 80806 PASS' AISC- H1-3 .129 7 18.73 C 25.94 1.57 .00 2 ST TUB 80806 PASS AISC- H1-3 .215 7 27.15 C 46.16 -14.56 .00 3 ST TUB 80806 PASS AISC- H1-1 .398 6 34.15 C 169.17 -11:62 .00 4 ST TUB 80806 PASS AISC- H1-1 .'411 7 35.05 C •178.18 8.40 .00 5 ST TUB 80806 PASS AISC- H1-3 .125 6 11.39 C 35.46 15.15 .00 6 ST TUB 80806 PASS AISC- H1-3 .051 7 3.95 C 15.217.25 257.39 7 ST TUB 80806 PASS AISC- H1-3 .065 6 6.98 C -14.04 7.35 257.39 8 ST TUB 80806 PASS AISC- H1-3 .101 7 10.19 C 34.84 -.70 259.14 9 ST TUB 80806 PASS AISC- H1-3 .119 6 13.72 C -25.08 10.36 259.14 10 ST TUB 80806 PASS AISC- H1-3 .103 7 4.76 C 41.59 12:89 298.36 11 ST TUB 80806 PASS AISC- H1-3 .127 6 8.64 C -40.87 13.89 298.36 12 ST TUB 80806 PASS AISC- H1-3 .107 7 12.20 C 22.81 7.32 269.80 13 ST TUB 80806 PASS AISC- H1-3 .137 6 15.63 C -31.15 7.71 269.80 14 ST TUB 180606 PASS AISC- H2-1 .073 6 1.10 T -4.14 130.76 93.00 15 ST TUB 180606 PASS AISC- H2-1 . .072 6 2.17 T -1.61 130.35 .00 16 ST TUB 180606 PASS AISC- H2-1 .209 7 1.92 T -.27 -401.51 32.00 17 ST TUB 180606 PASS AISC- H2-1 .248 6 .14 T -.57 -485.46 .00 18 ST TUB 180606 PASS AISC- H1-3 .162 6 1.08 C -.21 313.35 21.75 19 ST TUB 180606 PASS AISC- H2-1 .162 6 .47 T 7.22 302.57 .00 20 ST TUB 180606 PASS AISC- H1-3 .040 7 .46 C 9.38 58.85 .00, 21 ST TUB 180606 PASS AISC- H1-3 .062 6 1.59 C -9.84 96.30 32.00 22 ST TUB 180606 PASS AISC- H1-3 .113 6 2.08 C -9.65 191.29 177.25 23 ST TUB 180606 PASS' AISC- H2-1 .107 6 .51 T -9.09 190.24 .00 24 ST TUB 180606 PASS AISC- H2-1 .072 6 ,46 T -10:31 120.81 .00 25 ST TUB 180606 PASS AISC- H1-3 .077 6 .21 C 5.89 140.02 91.00 Y User ID: R. C. E. MONTANA FRAME -- PAGE NO. 11 ALL UNITS ARE - KIP INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY M2 LOCATION 26 ST TUB 180606 PASS AISC- H2-1 .062 7 .71 T 1.12 -116.15 91.00 27 ST TUB 180606 PASS AISC- H1-3 .083 6 .09 C 1.35 -160.43 .00 28 ST TUB 50506 PASS AISC- H1-3 .573 7 12.80 C - -.78 119.67 120.00' 29 ST TUB 50506 PASS AISC- H1-1 .689 6 29.57 C -.81 -125.58 120.00 30 ST TUB 50506 PASS AISC- H2-1 .359 6 5.02 T -13.79 69.66 .00 i 31 ST, TUB 50506 PASS AISC- H1-3 .371 6 6.49 C -22.64 58.60 .00 32 ST TUB 50506 PASS AISC- H1-3 .440 6 -4.40 C -46.09 56.37 .00 33 ST TUB 50506 PASS AISC- H1-3 .371 6 4.42 C -51.48 33.72 .00 34 ST TUB 50506 , PASS AISC- H1-3 .288 6 15.21 C -4.25 -40.01 120.00 35 ST TUB 50506 PASS •AISC- H1-3 .242 6 5.66 C - -2.00 -48.42 120.01 36 ST TUB E PASS AISC- H1-3 .903 6 3.45 C .00 597.49 218.00 37 ST TUB E PASS AISC- H1-3 .705 7 1.82 C .20 476.63 .00 38 ST TUB E PASS AISC- H1-3 .095 6 1.44 C -.09 60.87 43.50 39 ST TUB E PASS AISC- H1-3 .086 6 .93 C .36 55.56 44.00 41 ST TUB E PASS AISC- H2-1 .227 6 f .49 T -.01 153.60 91.00 42 ST TUB E PASS AISC- H2-1 .175 7 .66 T -.21 117.73 .00 43 ST TUB E PASS AISC- H1-3 .121 6 .08 C -3.16 -283.83 93.00 44 ST TUB E PASS AISC- H1-3 .124 7 .11 C -.96 -293.51 .00 45 ST TUB E PASS AISC- H1-3 .009 6 .00 C .00 21.06 .00 46 ST TUB E PASS AISC- H1-3 .186 6 .10 C -.88 -441.16 93.00 47 ST TUB E PASS AISC- H1-3 .183 6 .07 C 2.31 -431.63 .00 48 ST TUB E PASS AISC- H1-3 .016 6 .00 C .00 37.44 .00 49 ST TUB E PASS AISC- H1-3 .567 6 .44 C -3.57 -1343.28 132.50 50 ST TUB E PASS AISC- H1-3 :567 6 .45 C -2.98 -1342.87 .00 51 ST TUB E PASS AISC- H1-3 .022 6 .00 C .00 51.55 .00 52 ST TUB E PASS AISC- H1-3 .596 7 .52 C 1.82 -1413.44 132.50 53 ST TUB E PASS AISC- H1-3 .597 6 .52 C 3.46 -1413.77 .00 User -ID: R. C. E. -- PAGE NO. 12 = MONTANA FRAME ALL UNITS ARE - KIP INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ rx MY _-�aaaaaxa�anaaaaxaasva=aaaa=a�a MZ LOCATION 54 ST TUB E PASS AISC- H2-1 .023 6 .00 T .00 55.84 .00 55 ST TUB E PASS AISC- H1-3 .137 6 .11 C -1.25 -323.39 127.40 56 ST TUB E PASS AISC- H2-1 '.011 6 .00 T .00 26.14 .00 57 ST TUB E PASS AISC- H2-1 .077 6 .05 T .39 -183.65 94.86 58 ST TUB E PASS AISC- H2-1 .255 6 .17 T .66 -605.49 177.25 251. •AISC CODE CHECK OF COLUMNS I 1.33 F 252. LOAD LIST 10 TO 13 253. PARAMETER 254. CODE AISC - 255. KY 2.1 MEMB 1 TO 6 28 TO 35` 256. K2 2.1 MEMB 1 TO 6 28 TO 35 257. FYLD 46. MEMB 1 TO 6 28 TO 35 258. RATIO 1.33 MEMB 1 TO 6 28 TO 35 259. BEAM 1. MEMB 1 TO 6 28 TO 35 , 260. CHECK CODE MEMB 1 TO 6 28 TO 35 User ID: R. C. E. MONTANA FRAME -- PAGE NO. 13 STAAD-III CODE CHECKING - (AISC) 4fff##fffff##ff#ff###f# ALL UNITS ARE - KIP INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ -CRITICAL COND/ RATIO/ LOADING/ rx My M2 LOCATION 1 ST TUB 80806 PASS AISC- H1-1 .326 11 17.53 C 21.89 8.25 .00 2 ST TUB 80806 PASS AISC- H1-1 .520 11 26.67 C 36.98 -16.80 .00 3 ST TUB 80806 PASS AISC- H1-1 .767 10 30.90 C 139.71 -6.78 .00 9 ST TUB 80806 PASS AISC- H1-1 .790 11 31.61 C 146.81 3.99 .00 5 ST TUB 80806 PASS AISC- H1-1 .231 10 10.81 C 28.59 19.62 .00 .6 ST TUB 80806 PASS AISC- H1-3 .178 11 7.83 C 12.49 11.70 257.39 28 ST. TUB 50506 PASS AISC- H1-1 1.028 11 11.22 C -.59 203.84 120.00 29 ST TUB 50506 PASS AISC- H1-1 1.269 10 22.89 C -.68 -168.67 120.00 30 ST TUB 50506 PASS AISC- H2-1 .558 10 9.05 T -11.37 123.99 .00 31 ST TUB 50506 PASS AISC- H1-3 .614 10 9.58 C -18.68 114.30 .00 32 ST TUB 50506 PASS AISC- H1-3 .709 10 5.82 C -38.03 111.80 .00 33 ST TUB 50506 PASS AISC- H1-3 .638 11 5.54 C -92.36 -92.36 .00 39 ST TUB 50506 PASS AISC- H1-1 .659 11 12.37 C -11.98 -92.90 .00 35 ST TUB 50506 PASS AISC- H1-3 .517 10 5.53 C -10.36 93.79 .00 261. 'CHECK WELDS ON ALL MEMBERERS 262. LOAD LIST 1 TO 13 263. PARAMETER 269. CODE AISC 265. WSTR 19.4 ALL 266. WMIN .188 ALL 267. WELD 1. ALL 268. SELECT WELD ALL ' User ID: R. C. E. MONTANA FRAME -- PAGE NO. 14 STAAD-III WELD DESIGN ALL UNITS ARE - INCH KIP MEMBER LOCATION/ WELD TYPE/ WELD SIZE/ COMB STRESS/ LOADING HOR STRESS VERT STRESS DIR STRESS 1 STA 1 3/16 4.95 5 .07 .06 4.95 1 END 1 3/16 3.87 5 .07 .06 3.87 2 STA 1 3/16 11.27 5 .03 .02 11.27 2 END 1 3/16 7.19 5 .03 .02 7.19 / 3 STA 1 3/16 17.95 5 .11 .01 17.95 3 END 1 3/16 8.64 6 .22 .09 8.64 4 STA 1 4/16 15.50 5 ,09 .01 15.50 4 END 1 3/16 9.02 5 .12 .02 9.02 5 STA 1 3/16 11.60 5 03 .07 11.60 5 END 1 3/16 3.27 5 .03 .07 3.27 6 STA 1 3/16 1.44 11 .04 .05 1.44 6 END 1 3/16 2.69 11 .04 .07 2.69 7 STA 1 3/16 2.03 10 .10 .12 2.02 7 END 1 3/16 2.62 10 .10 .13 2.61 8 STA 1 3/16 3.26 11 09 .11 3.26 8 END 1 3/16 ' 4.24 11 .09 .09 4.24 9 STA 1. - 3/16 4.06 6 .22 .24 4.04 9 END 1 3/16 4.39 6 :22 .25 4.38 r User ID! R: C. E. • MONTANA FRAME -- PAGE NO. 15 STAAD-III WELD DESIGN ♦a##af a#a♦i#a#a#+++++ ALL UNITS ARE - INCH KIP MEMBER LOCATION/ WELD TYPE/ WELD SIZE/ COMB STRESS/ LOADING HOR STRESS VERT STRESS DIR STRESS 10 STA 1 3/16 3.30 11 .30 .33 3.27 10 END 1 3/16 4.62 11 .30 .33 4.60 11 STA 1 3/16 3.41 10 .30 .33 3.38 11 END 1 3/16 4.77 6 .36 .39 4.74 12 STA 1 3/16 4.48 11 .21 .25 4.47 12 END 1 3/16 3.93 11 .21 .24 3.92 13 STA 1 3/16 3.23 6 11 .13 3.22 13 END 1 3/16 4.91 6 11 .13 4.91 14 STA 1 3/16 3.05 11 .11 .32 3.03 14 END 1 3/16 3.57 7 .12 .56 3.52 15 STA 1 3/16 3.61 6 .50 .56 3.53 15 END 1 3/16 10.61 5 ,43 .99 10.56 16 STA 1 3/16 13.14 5 .12 3.21 12.75 16 END 1 3/16 11.51 11 .27 2.04 11.33 17 STA 1 3/16 12.12 6 .02 1.52 • 12.03 17 END 1 3/16 4.76 5 .50 .94 4.64 18 STA 1 3/16 4.97 5 .95 .37 4.86 18 END 1 3/16 7.98 6 .27 1.33 7.87 + User ID: R. C. E. MONTANA FRAME -- PAGE NO. 16 STAAD-III WELD DESIGN d ALL UNITS ARE - INCH KIP MEMBER LOCATION/ WELD TYPE/ WELD SIZE/ COMB STRESS/ LOADING HOR STRESS VERT STRESS DIR STRESS 19 STA 1 3/16 8.13 6 1.51 1.51 7.84 19 END 1 3/16 4.95 5 .95 .42 4.84 20 STA 1 3/16 5.81 5 1.61 1.20 5.45 20 END 1 3/16 3.51 5 1.61 1.`37 2.80 21 STA 1 3/16 4.62 10 2.47 1.48 3.61 21 END 1 3/16 13.04 5 2.72 2.40 12.53 22 STA 1 3/16 7.72 5 .05 .63 7.69 22 END 1 3/16 5.49 6 .79 .76 5.38 23 STA 1 3/16 5.29 6 .88 .78 5.16 23 END 1 3/16 12.80 5 .05 .76 12.77 24 STA 1 4/16 14.76 5 1.84 2.22 14.48 24 END 1 3/16 4.97 5 .2.45 2.84 3.27 25 STA 1 3/16 5.13 5 1.21 1.61 4.72 25 END 1 3/16 16.99 5 1.21 1.2.6 16.90 26- STA 1 3/16 16.76 5 64 .50 16.74 26 END 1 3/16 7.19 5 .64 .85 7.11 27 STA 1 3/16 8.91 5 .33 1.57 8.76 27 END 1 3/16 3.07 5 .33 1.69 2.53 r User ID: R. C. E. MONTANA FRAME -- PAGE NO. 17 STAAD-III WELD DESIGN ALL UNITS ARE - INCH KIP MEMBER LOCATION/ WELD TYPE/" WELD SIZE/ COMB STRESS/ LOADING HOR STRESS VERT STRESS DIR STRESS 28 STA 1 5/16 16.61 11 .01 .47 16.60 28 END 1 6/16 17.82 11 .01 .39 17.82 29 STA 1 5/16 18.66 10 .02 .42 18.66 29 END 1 6/16 16.57 10 .02 .35 16.57 30 STA 1 4/16 16.95 10 .03 .41 16.95 30 END 1 4/16 15.38 10 .03 .41 15.37 31 STA 1 4/16 16.88 10 .03 .38 16.87 31 END 1 4/16 14.66 10 .03 .38 14.65 32 STA 1 4/16 19.15 10 .09 - .38 19.14 32 END 1 4/16 14.72 10 .09 .38 14.71 33 STA 1 4/16 17.28 11 09 .32 17.27 33 END 1 3/16 16.90 11 .13 .43 16.90 34 STA 1 4/16 15.06 11 .03 .32 15.06 34 END 1- 3/16 18.59 11 .03 .43 18.59 35 STA 1 3/16 18.14 10' .03 .42 18.14 35 END 1 3/16 16.38 10 .03 .42 16.37 36 STA 1 3/16 13.71 11 .03 1.97 13.57 36 END 1 7/16 16.70 6 .02 1.30 16.65 I r. User ID: R. C. E: MONTANA FRAME -- PAGE N0. 18 STAAD-III WELD DESIGN ALL UNITS ARE - INCH KIP MEMBER LOCATION/ WELD TYPE/ WELD SIZE/ COMB STRESS/ LOADING HOR STRESS VERT STRESS DIR STRESS 37 STA 1 6/16 17.29 5 .07 1.46 17.23 37 END 1 3/16 5.87 10 .06 .69 5.83 38 STA 1 3/16 - 4.44 11 .19 .86 4.35 38 END 1 3/16 5.78 10 .18 1.00 5.69 39 STA 1 3/16 5.07 11 .25 1.22 4.92 39 END 1. 3/16 7.36 10 .25 1.12 7.27 41 STA 1 3/16 6.26 11 .24 1.07 6.16 41 END 1 3/16 10.12 10 -.25 1.45 10.02 42 STA 1 3/16 10.16 11 - .08 1.37 10.07 42 END 1 3/16 6.24 10 .08 .98 6.16 43 STA 1 3/16 .37 7 .00 .37 .01 43 END 1 3/16 7.66 5 .02 .30 7.66 44 STA 1 3/16 7.58 5 .59 .49 7.54 44 END 1 3/16 1.89 7 .67 .65 1.64 45 STA 1 3/16 .53 6 .00 .07 .53 45 END 1 3/16 .04 6 .00 .04 .00 46 STA 1 3/16 .58 5 .02 .58 .01 46 END 1•,3/16 11.94 5 .02 .51 11.93 User ID: R. C. E. MONTANA FRAME -- PAGE NO. 19 STAAD-III WELD DESIGN ++tttt++tt++ttt++++++ ALL UNITS ARE - INCH KIP MEMBER LOCATION/ WELD TYPE/ WELD SIZE/ COMB STRESS/ LOADING HOR STRESS VERT STRESS, DIR STRESS' 47 STA 1 3/16 11.65 5 .76 .37 11.62 47 END 1 3/16 3.60 5 .76 .94. 3.39 48 STA 1 3/16 .94 7 .00 .11 .94 48 END 1 3/16 .08 5 .00 .08 .00 49 STA 1 3/16 1.20 5 .01 1.20 .00 49 END 1 6/16 17.45 J 5 .01 .55 17.44 50 STA 1 6/16 17.34 5 1.64 1.43 17.20 50 END 1 3/16 11.82 7 3.14 4.36 10.52 51 STA 1 3/16 1.30 6 .00 .15 1.29 51 END 1 3/16 .12 6 00 .12 .00 52 STA 1 3/16 1.26 5 .01 1.26 .01 52 END 1 6/16 18.36 5 .00 .59 18.36 53 STA. 1 6/16 18.44 5 1.92 1.60 18.26 53 END 1 3/16 11.96 6 3.12 4.43 10.66 54 STA 1 3/16 1.41 6 .00 .16 1.40 ' 54 END 1 3/16 .13 6 .00 .13 .00. 55 STA 1 3/16 .33 5 .00 .33 .00 55 END 1 3/16 1.82 7 .00 .43 1.77 . User ID: R. C. E: MONTANA FRAME -- PAGE NO. 20 STAAD-III WELD DESIGN ALL UNITS ARE - INCH KIP MEMBER LOCATION/ WELD TYPE/ WELD SIZE/ COMB STRESS/ ----------------- LOADING HOR STRESS VERT STRESS DIR STRESS 56 STA 1 3/16 .66 5 00 .08 .65 56 END 1 3/16 .05 5 .00 .05 .00 57 STA 1 3/16 1.82 5 .25 .61 1.69 57 END 1 3/16 2.07 5 25 .62 1.96 58 STA 1 3/16 5.01 5 .01 .96 9.92 58 END 1" 3/16 5.77 5 .01 .98 5.69 +*•*+*******�***** END OF TABULATED WELD DESIGN ****************** 269. LOAD LIST 1 TO 9 270. UNIT FEET KIP 271. PRINT SUPPORT REACTIONS I r User IU: R. C. E. MONTANA FRAME -- PAGE NO. 21 SUPPORT REACTIONS -UNIT RIP FEET STRUCTURE TYPE = SPACE JOINT LOAD FORCE -X FORCE -Y FORCE -2 MOM -X MOM -Y MOM 2 34 1 .26 9.54 .09 .00 .00 .00 2 .53 13.55 .10 .00 .00 .00 3 -.57 -2.18 .00 .00 .00 .00 4 -.44 -1.71 .00 .00 .00 .00 35 1 .04 16.55 .07 .00 .00 .00 2 .05 26.61 .12 .00 .00 .00 3 -1.50 -1.44 .00 .00 .00 .00 4 -1.17 -1.15. .00 .00 .00 .00 36 1 -.02 18.63 .28 .00 .00 .00 2 -.02 27.55 .38 .00 .00 .00 3 -1.99 1.92 .00 .00 .00 .00 4 -1.55 1.53 .00 .00 .00 .00 37 1 .04 21.39 .29 .00 .00 .00 2 .05 32.75 .40 .00 .00 .00 3 -2.15 -.98 .00 .00 .00 .00 4 -1.68 -.78 .00 .00 .00 .00 38 1 -.16 8.05 .06 .00 .00 .00 2 •-.26 11.59 .10 .00 .00 .00 3 -.89 2.68 .00 .00 .00 .00 4 -.70 2.11 .00 .00 .00 .00 1 1 -.06 1.58 .06 .00 .00 .00 2 -.13 1.71 -.17 .00 .00 .00 3 -.02 -.01 .04 .00 .00 .00 4 -.01 -.01 .03 .00 .00 .00 5 1 -.05 2.10 .00 .00 .00 .00 2 -.10 3.11 -.08 .00 .00 .00 3 -.01 .00 -.03 .00 .00 .00 4 -.01 .00 -.02 .00 .00 .00 9 1 -.04 4.74 .01 .00 .00 .00 2 -.08 6.03 .03 .00 .00 .00 3 -.01 .00 .00 .00 .00 .00 4 -.01 .00 .00 .00 .00 .00 13 1 -.02 4.90 -.05 .00 .00 .00 2 -.05 6.48 -.08 .00 .00 .00 3 -.01 .00 .00 .00 .00 .00 4 -.01 .00 .00 .00 .00 .00 17 1 .00 1.29 .01 .00 .00 .00 2 .00 1.71 .00 .00 .00 .00 3 .00 .00 .00 .00 .00 .00 4 .00 .00 .00 .00 .00 .00 27 1 .00 - .00 -.06 .00 .00 .00 2 .00 .00 -.10, .00 .00 .00 3 .00 .00. .00 .00 .00 .00 4 .00 .00 .00 .00 .00 .00 28 1 .00 .00 -.06 .00 .00 .00 2 .00 .00 -.09 .00 .00 .00 3 .00 .00 .00 .00 .00 .00 4 .00 .00 .00 .00 .00 .00 29 1 .00 .00 -.10 .00 .00 .00 2 .00 .00 -.14 .00 .00 .00 3 .00 .00 .00 .00 .00 .00 4 .00 .00 .00 .00 .00 .00 30 1 .00 .00 -.21 .00 .00 .00 2 .00 .00 -.28 .00 .00 .00 3 .00 .00 .00 .00 .00 .00 4 .00 .00 .00 .00 .00 .00 -- PAGE NO. 22 MONTANA FRAME d SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE ----------------- SPACE JOINT LOAD FORCE -X FORCE -Y FORCE -Z MOM -X MOM -Y MOM Z 31 1 .00 .00 -.22 .00 .00 .00 2 00 .00 --.31 .00 .00 .00 3 ,00 .00 .00 .00 .00 .00 4 .00 .00 .00 .00 .00 .00 32 1 •.00 .00 ,-.08 .00 .00 .00 2 .00 .00 .-.11 .00 .00 .00 3 .00 .00 .00 .00 .00 .00 4 .00 .00 .00 .00 .00 .00 33 1' .00 .00' -.04 .00 .00 .00 2 .00 .00 -.07 .00 .00 .00 3 .00 .00 .00 .00 .00 .00 4 .00 .00 .00 .00 .00 .00 42 1 .00 .00 -.04 .00 .00 .00 2 .00 .00' -.03 .00 .00 .00 3 .00 .00 .00 .00 .00 .00 9 .00 .00 .00 .00 .00 .00 as+aaaffaf+afa END OF LATEST ANALYSIS RESULT *************+ 272. LOAD LIST 1 TO 4 273. FINISH of afar+f of+f sfa END OF STAAD-III **aaaf aarrffaf **** DATE= JUL 18,2002 TIME= 15: 2: 9 **** 'aaa+faaraaafar+arraafa+f ffffff arf+aaraaaa+r+a+aafs+r++aa+ . For questions on STAAD-III, contact: + Research Engineers, Inc at * west Coast: Ph- (714) 974-2500 Fax- (714) 921-2543 * East Coast: Ph- (508) 688-3626 Fax- (508) 685-7230 ♦aaafaafa+raffia+faaaff+as+aaaaf+sff++frf+raf+aarffarr++r i s� SITE PLAN REVIEW APPLICATION Date: 6-2- Q 2 AP# Q 73-) 2O- d S� Permit Number (if applicable) C$ `Z' 2. � 9 `zj APPLICANT INFORMATION Parcel Size: 2 - S9 A (L Owners Name: Y" (D N_-A.N YY-, rA21e_ (sA C3c-r T-6 Owners Address: 0),13 o X ' S 8 % . ° OTLo V 1 t_L - - cA C) 5 9 ( (v Telephone No.: Situs Address: Proposed Use: Residential New Single Family Residential. ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporaty Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ' ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES IIVFORMATION (For`Stalf Use) ❑ Approved a Conditionally Approved Site Plan Stamped Approved ' ❑ Resolve Problems Prior to Approval By � Date 6-6- (3-'2— Page 2 Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: -To9Snow Load Area: �.�--- _ _ 2c � T — � ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) IN SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: ' • Flood Panel No.: 6850>(7, Index Date: 6'tg ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mu I berry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: LA Applicable Building Setbacks: ❑ Setbacks drawn on site Plan.. ❑ CDF approval needed for encroachments into SRA setbacks - Page 2 of 5 Zoning Code Streets & Highways ire Prevention Su 'vision Map Front Side �j Q Side Street Rear 30 Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan.. ❑ CDF approval needed for encroachments into SRA setbacks - Page 2 of 5 x t Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Subdivision Map Special Fees W Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) q. * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Deed of Reference: Parcel Frontage on Publicly Maintained Road:. Complies with County Standards for Deed Creation: Comments: Legal Access Provided: ❑ No Legal'Access Required ❑ No ❑ No ❑ Yes, Road Name:. ❑ No ❑ Yes ❑ Yes ❑ Yes ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements --------- =--------------------------------------------------------------------------------------------------------------------- Page 3 of 5 a Subdivision Map/Parcel Map: ?� Map Date of Recording: 12- Lot: 2 ❑ Use Permit/Minor Use Permit Permit Number: Book: ) ) % Date of Approval: ® Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 Page: Iq `Y ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission r4quirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance on slopes steeper than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ _Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. Page 4 of 5 LL IDWr--1.L)1J(r5 -M 3F hJIT)-41,J SOD 13-P r2-r 5 ---DW N ►2 D Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 t' ,� IIII"III"II'II'III'IIII'I'III�'I '1 .. AND WHEN RECORDED MAIL TO: 3 1 10 ' BUTTE COUNTY BUILDING DIVISION 3 Recorded I REC FEE 10.00 7 COUNTY CENTER DRIVE Official Records i CONFORM .00 ORO_ VILLE, CA 95965 (/ r �i (�� (�"( CoBntTEQf 7 �.L O C ` CANDACE J. 6RUBBS I Recorder I ROSEMARY DICKSON I Assistant I MaryR 02:181301 05 -Aug -2002 I Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations ` including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm 'operations. All that real property situate in the County of Butte, State of California, described as follows: See a77; Cc Pal -SG�PGCic�i� C Date D Z P74ROERTY OWNERS: ,4J„ 12 Ar,4 tiq ,9y/aG77`e Alom;",atiq State of California ) County of6lPC1<— ) On before me, d personally appeare of personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that X/,%hVthey executed the same in p9s9'her/their authorized capacity(ies), and that by jdt /�ft/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seAl. WINDY HILL Signature Seal: C) U COMM. # 1939071 Si g Q � NOTARY PUBLIC -CALIFORNIA BUTTE COUNTY O ... ----- COMM. EXP. DEC. 3, 2005 -A 93-557314 SCHEDULE C i THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: PARCEL A: PARCEL 2, AS SHOWN ON.THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER. OF THE COUNTY OF BUTTE,. STATE OF CALIFORNIA, ON DECEMBER 29, 1989, IN BOOK 117 OF MAPS, AT PAGE(S) 46 AND 47. EXCEPTING THEREFROM ANY MINERAL RIGHTS AS CONTAINED IN THE DEED FROM JAMES LENHOFF, ET UX, TO PAUL H. OLSON, ET UX, DATED JULY 9, 1963 AND RECORDED AUGUST 6, 1963, IN BOOK 1262, PAGE 195, OFFICIAL RECORDS. A PORTION OF 2AID MINERAL RIGHTS, TO A DEPTH OF 100 FEET WERE CONVEYED TO HENRY T. RUNGE, JR. AND CYNTHIA A. RUNGE, HIS WIFE AS JOINT TENANTS BY GRANT DEED RECORDED AUGUST 8, 1989, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 89-29719. AP NO. 073-120-053 PARCEL B: r A 60 FOOT NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITIES OVER PARCEL 3, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 29, 1989, IN BOOK 117 OF MAPS, AT PAGE(S) 46 AND 47. 9 - O`VNER-BUILDER VERIFICATION Aaencion Property Owner: An "owner•builder" building permit has been applied for in your name and bearing your fWam e. Please complete and return this information at your earliest opportunity to avoid uoneeessery delay in processing and issuing your building permit. No building permit will be issued until this verification is received. I personally plan to provide the major labor and materials for construction of the proposed property im rovement : YES G� NO O QI HAVEHAVE NOT C3 signed an application for a building permit for the proposed WG& 3. I. have contracted with the following person (firm) to provide the proposed eonstmedow NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: N AMIE: ADDRESS: CITY: P H 0 E: 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: PROPERTYOWNER: /(a n ti 1a i� �► NOTE: This Owner -Builder Verification is required by Section 19831 and 19831 VrAW California Health and Safety Code. This verification mutt be completed and returned to our office before we are permitted to issue the permit CeI� O OWNER BUILDER INFORINIATION Cea.- Procert-i Ow-_': A.1 application for a building permit has been submitted in your name ('sting yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builds" you are the responsible parry of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from poasrble 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 busiaess 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 worst (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. ♦ [;.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 Intemal 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. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information abcut licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 10:0 i`! 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. I!�,Njic rely. �CIJ_1 el C. Vi ira, C.B.O. ger, Building Inspection NOTE: Tris Owner -Builder Information is required by Seerion 19810 of rhe Californ/a Health and Safety Cods OVER Butte County Department of Development Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING January 15, 2004 Mark and Babette Montana 2761 Forbestown Rd. Oroville, CA 95966 RE: Permit No. 02-2106 APN#073-120-053 Owner: same On 8/5/02, a deposit was made in the amount of $605.70, of which $261.48 was retained. The remaining fees will be reimbursed to you. Please sign, date, and return the enclosed claim form to this office. Once we receive the claim form, we will then process your refund in the amount of $344.22. Should you have any questions, please contact this office Monday through Friday, 8:00 a.m. to 4:00 p.m., at 538-6869. Sincerely, �J Diane Lewellen , OA III Administrative Division enclosure 02-2106.1tr County of Butte Oroville, Califomia GENERAL CLAIM CLAIMANT: Babette Montana ADDRESS: 2761 Forbestown Rd. CITY & STATE: Oroville, CA 95966 DATE OF CLAIM: 01/15/04 SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM DESCRIBE FULLY TO AVOID DELAY AMOUNT Refund Claim - See attached calculation sheet APN: 073-120-053 Permit No.: 02-2106 PAID RETAINED REFUND Development Services $ 605.70 $ 261.48 $ 344.22 SRA $ - $ - $ - Sheriff $ - $ - $ - Other: $ - $ - $ - TOTAL $ 605.70 $ 261.48 $ 344.22 ............................................... ............. ............................................... ............. .............................................................. �..'... ................................................ ................................................ BREAKD0W ':':::':::::--:-:BTM-GET:: ............... ............... .............. .............................. .............. .............................. :AQQ—OUNT::::ANIOUP�i`�C�: .............. ............... .............. .............. Development Services 440-001 4210500 $ 344.22 SRA 0100 4617240 $ Sheriff 280 1011811 $ - Other $ - TOTAL $ 344.22 $ 344.22 I, the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim is true and correct as stated. Dated this day of 2004, at Calif. Signature of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above have been performed or delivered and that there is a Budget Appropriation or Specific Board Approval (Check one) for the same. Dated this day of , 2004, at Oroville Calif. Department Head or Authorized Deputy Dept. SEE Exp. Code BREAKDOWN Code PAYABLE FROM DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT & SUB PROJ SUB. OBJ CLAIM NO. INV NO. INV. DATE ENCUMB. GROSS AMT. I IREFUND CALCULATION SHEET I Babette Montana CITY & STATE: DATE OF CLAIM: NUMBER: 360859 DATE: 08/06/2002 ISSUED TO: Babette Montana CHECK M 3023 AMOUNT: $605.70 PERMIT M 02-2106 Yes PRIOR REFUNDS: FEES VERIFIED I X APN: RECEIPT INFORMATION vo X Yes I No REFUND BREAKDOWN DETAIL PAID RETAIN REFUND BLDG 440-001 4210500 SRA 0100 4617240 SHERIFF 280 1011811 BLDG ::::::::::::::::::::::::::::::::::::::::::::::::::::::: ........................................ :::.:.:.:.:.:.:.:.::.:.:::::::::::::::::::::::::::::::::::::::::: .............. ............................ ::.:.:.:.:.:.::::::::::::::::::::::::::.....::::::.. .............. »»::...»»: . ............... ::::::::::::::::::::::: .............. .......................... .......................... ..........:::::...... ............. .......................... ......... ........... . ........... ::::::::::: FILING FEES Building 20.00 20.00 Plumbing 20.00 20.00 Electric 20.00 20.00 Mechanical PLAN CHECK Plan Check 176.45 176.48 -0.03 -0.03 Ener INSPECTION Energy SRA -BLDG Building $46 PERMIT FEES Building Plumbing Electric Mechanical 271.50 271.50 271.50 44.00 44.00 44.00 53.75 53.75 53.75 OTHER BLDG Undercharge REFUND PROCESS FEE 25.00 -25.00 -25.00 BUILDING TOTAL 605.70 261.48 344.22 344.22 SRA - FIRE Fire $43 ......... SRA - FIRE SHERIFF - $360 Sheriff ............................. SHERIFF OTHER NON -BLDG : OTHER 344.22 $ - $ - $ - $ 344.22LDG SRA SHERIFF $ 605.70 $ 261.48 L42 40-001 0100 280 10500 4617240 1011811 CHECK: $344.22 DIFFERENCE: (Should be blank) APPROVAL Date Reviewed1 / 03 Michael Vieira Building Manager CO r N N AP NO.: 073-120-053 DATES: 11/07/03 OWNER: Montana Phone: SITE ADDRESS: 2761 Forbestown Rd. 589-1864 Oroville 0 Zoning U/SH Acres Name/Date Flood Map/Book Page Block Lot 1 Panel Snow Load Other SRA Yes VALUATION CODE SQ FT $/SQ FT VALUATION Garage or Storage Shed U 1536 $18.00 $ 27,648.00 Business/Office $ 57.00 $ - 0 0 $ - Storage/Commercial $ 34.00 $ - Re-Roof X SQ $ 60.00 Calculatesquares 20 ft x 30ft = 60 sf = 6 squares Fireplace A (Zero Cir): I-TMasonry: I I $ _ TOTAL VALUATION $ 27,648.00 BUILDING PERMIT FEES QTY FEES FILING FEE 1 $ 20.00 $ 20.00 Permit Fee - Full 1 Permit Fee -1/2 (MH) $ 271.50 Plan Check @ 65% Permit Fee 1 $ 176.48 Plan Check Minimum/Mobile Home State Approved Plan $ 23.00 $ - Plan Check MASTER PLANS ONLY $ _ Revised Plan Check $ 46.00 $ - Energy Inspection Fee $ 46.00 $ - Energy Plan Check Commercial 4000+: $ _ Residential To Master: $ _ Mobile Home Installation Inspection $ 100.00 $ - $ - $ - TOTAL BUILDING PERMIT FEES $ 467.98 PLUMBING PERMIT FILING FEE 1 $ 20.00 $ 20.00 Each Trap 2 $ 7.00 $ 14.00 Solar or heat pump water heater $ 23.00 $ - Water piping 1 $ 15.00 $ 15.00 Each gas water heater or vent $ 15.00 $ - Gas piping system 11-5 Outlets 1 5+ outlets $15/$3 $ - Building Sewer 1 $ 15.00 $ 15.00 Mobile Home Utilities Sewer: I Water: Gas: 1 $ 20.00 $ - $ - TOTAL PLUMBING PERMIT FEES $ 64.00 Q NSITE AP NO.: 073-120-053 DATES: 11/07/03 OWNER: Montana - Phone: ADDRESS: 2761 1 Forbestown Rd. 589-1864 Oroville Q ELECTRICAL PERMIT FILING FEE 1 $ 20.00 $ 20.00 Main Service 600V or less/200A or less $ 23.00 $ - 200+A to 1000A $ 46.00 $ - New Construction or Addns New Const or Addns (Dwelling Occup & Ace. Bldgs) 1536 $ 0.035 $ 53.76 New Construction Non -Residential Multi -Outlet Branch Circuits $ 7.50 $ - Power Apparatus & Single Outlet Cir. $ Existing Occupied Outlets or Fixtures 1-20 $ 1.00 $ - 20+ $ 0.50 $ - Fixed Appliances or Outlets (Res) ea. $ 5.00 $ - Temporary Service $ 23.00 $ - Mobile Home Facilities $ 20.00 $ - Miscellaneous Wiring $ 23.00 $ - Pre -Inspection (existing MH, existing site) $ 23.00 $ - Pool Electric $ 30.00 $ - $ - TOTAL ELECTRICAL PERMIT FEES $ 73.76 MECHANICAL PERMIT FILING FEE $ 20.00 $ - Heating Up to and including 100,000 BTU $ 15.00 $ - Greater than 100,000 BTU $ 20.00 $ - COOling Up to 3 HP and 100,000 BTU $ 15.00 $ - 3+ to 15 HP and Over 100,000 BTU $ 25.00 $ - Evaporative Cooler $ 15.00 $ - Extend Ducts in Additions $ 15.00 $ - Hoods $ 6.50 $ - Ventilation $ 4.50 $ - Gas Fireplace $ 15.00 $ - $ - MECHANICAL PERMIT FEES $ - TOTAL OF ALL BUILDING. PERMIT FEES 605:74 Occupancy: Construction: ISSUED HAZ FEES IMP FLOOD CDF PRCL PD HD ❑ 0 ❑ ❑ ❑ ❑ ❑ ❑ YL �' l� Ll7 _ L l�1��03__ G ���- L o UT TTFo Butte County Department of Development Services G O Building Division O O o 0 7 County Center Drive . c UN'�y Oroville, CA 95965 (530) 538-7541 REFUND REQUEST APPLICATION REFUND POLICY - Butte County Code 3-41(t) 1. Refunds can only be made. upon written request by the person who paid the.fees, whose name is on the receipt issued for the fees paid. Any refund checks will be made payable to the name on the receipt. 2. The request must be made within two years from -the date of fee payments on permits not issued, and two years from the date of permit issuance for permits issued - if no construction work has been done. 3. Filing fees and plan check fees for work plans checked are not refundable. 4. Fees paid to other County Departments are not covered by this claim. INSTRUCTIONS: Submit this application to Development Services for determination of refundable fees. A claim will be generated for any fees to be refunded and sent to the address below for signature (by the person whose name is on the receipt) and return to Develo ment Services for payment processing. CLAIMANT'S S NAME. 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'..i.'.s>l.;kv. y, if r.. .x..x, _,;<xzxx., i_avx.x Check those fees which you wish to have considered for refund: Building Permit Fees Sheriff Fees, SRA Fees (CDF Fire Planning) ui .. r_. px:,x,....t x:x. E ... 5 T ..<. ._a.::'x,_<•_ .....xii•i::-•v:x> !,rx::x: x:.u:x•...r .a n..x. - I... - - .....xx...x.x::,n:,.:xxaxxx...r..r..r::7, ....:,rrexxxS'axxx xxx._..•:.,,,_ ,r:.:..r....x.ns:Ka..x.,xai,.xx..n,x.xxa ........_x.x...r....s...............x...._....x_x..x_,x,:::x..xE..e._ xi!::xn:!.::xr:x:xx::r:xr:: rx::.:::.Ax,xrx::: xwxx::: Other(specify): a::w:xa.x,:xxxxwwaxw.:xxxxxxxxx.. axxx w::xc,=xx",K.,:xx::=:: _..._...._....._ ..................................._.........._........ Plans for cancelled permits will be disposed of within 10 working days upon submission of a Request for Refund. If you want the plans, you may ick them up prior to that time. ia:r V xl .. ..... .� ' -'obi.... .. > f': ...a...... x�:!..: _...Lr... � .... ,,... }K Signature , . Date K:/Forms/Refund Application 082203 ! COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDINt-7541019 DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 5IT NO. (Rev.12/96) APPLICATIONAND PERMIT��R ��2 ASSESSOR PARCEL NUMBER 073-120-09-3 ZONING 11 /qT-T BUILDING PERMIT OWNER e T E SO. FT. OCC. BUILDING VALUATION 1936 U 27,648.00 . OWNERS MAILING ADDR SS P -n- BOX 5487, ORLVILLE, CA 9596 -6 - CONTRACTOR'S NAME nwKTFP TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $27,648.00 ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ 271.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 176.45 su REs •� Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome N Other GRAGE14 (1RCIFV �^s� i Each Trap 21 7.00 14.00 Solar or heat pump water heater 1 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ]I Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: DFrAC.9F.D C,ARAC,E/wnRx$Hng` Gas piping system 1 - 5 outlets 15.00 Building sewer 0015-00 Mobile Home S G W @20.00 PERMIT FEE S 64,00 ELECTRICAL PERMIT Fling Fee 20.00 "OOVOR UE Main Service 20OA 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.POWEPPARATUS License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X � � � ln., Date X I r/ 6 2 Signature of Applicant - Q Owner ❑ Contractor ❑ Agent 7 7— 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 ,000A 46.00 NEW CONST. DWELLING OCCUP. 3.5QS ( ADONIS.EW NOR CONST. MU COQ NON-RESID. C @7.50 8 SINGLER AOUTLET CIR. .00 EX. Occup. Ovnzr OR FDRURES BAL @ '. 0 Ex. Occup. oFuriErs A IESIEs o.oen 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE t MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI_ $ Mobile Home Installation Fee $ Energy Inspectio Fee $ ¢cd V` V T E TOTAL FEE $ 605.70 HAZ. --- I D. FEES I IMP FLAO DF AR PD This permit is hereby issued under the Butte County Code and/or indicated above for which fees have By i PERMIT EXPIRES ON the applicable provisions Resolutions to been paid. ' Dae a 12.5 D to do work 7 (�Z J Receipt No. 360859 605.70 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 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) t Nu APPLICATION AND PERMIT ASSESSORPMCEL 2ONNO BUILDING PERMIT r h liA 77 C_- TioA A TELEPIJOhE iA/ ♦ I I.... ..� ___ CONTRACTOR'S MAIUNO ADDRESS ' CONSTRUCTION LENDER LENDERS MAIUNG ADDRESS ARCHITECT OR ENGINEER MCHXTECT OR ENGINEER7S MAIUNG ADDRESS BUILDING LAT NO I SUBDN6pNSNAME USEOFSTRUCTURE+' � SF ❑ Duplex ❑ Mobilehome ❑ Other sPECIFv K-) TYPE OF WORK New Addition ❑ Remodel L)d '� ❑%SIA �n/❑/Other e Describe Work:/; /A_ L iJ/1 1 (/7 SAA nsG sty,-;C� t o+hcr a� i wo a UA Tat; i �up� � X859 N4mbsL�Fe rue lace Total Valuation S _ruing ree $ Permit Fee $ Plan Checking Fee $ I Energy Plan Checking Fee $ S PERMIT FEE S PLUMBING PERMIT F Each Trap Solar or heat PuM2 water heater Water piping Each gas water heater or vent Gas piping system 1 - 5 outlets Building sewer Mobile Home I S I G W PERMIT FEE ELECTRICAL PERMIT Main Service( OOOV OR LESS ` 200A OR LESS Main .Service 200A TO 1000A !ION 7.00 23.00 15.00 15.00 15.00 15.00 @20.00 Filinq Feel 20.00 46. 0 f..20.59 0@7.5 Ex. Occup. OUTLET OR FIXTURES zo ® 1 0 BAL 9so EX. OCCU FOXED APP1/15. OR OUnETS (RESIDj EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE t�.'^� MECHANICAL PERMIT Fling Fee I 20.00 Hood I I 6.50 PERMIT FEt S Mobile Home Installation Fee $ Energy Inspection Fee $ V 7TH TOTAL FEE $ �VJ�`>�, HAZ. D. FEES IMP 00 C PMC PO D ' L 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. C�orr��Jl► GY � By Date PERMIT EXPIRES ON �a�is�lrl�r"�Iwua�x:+a�►^-�r�«'�r:..»:.'vv`.Us,.^orr-_ � ..,,�,....,,,,;rr..y;,v�:`M,Trn':s«ra*v"'y�`"�E'.^"�' ��r��, �3Yi�,�'�r,—T•• r �,f"'�y'%: 7R-Kg,e:-.�..�,...,-�;r,r..r 1 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 z &�" � " ��3 L 73- / OWNER: ASSESSOR PARCEL NUMBE Proposed Building Use: Counter Technician:/ Date: Items required in order to apply for a permit. All boxes MUST be checked 0 arked NA in order to apply. ! . Plot plans, 3 or 4 sets, signed�y the preparer of the plans. Complete plans, 3 or 4 sets, signed by the preparer of the plans. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. . Engineered truss details and layouts in duplicate. No faxes! Wh t e_ brasvs 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 down 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 b the he en ineer. 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 .................................... 91.0. Letter of intent for non-residential buildings....................................................... Detached Accessory Building Form filled out by the owner ..................................... --0 12. Hazardous Material Form............................................................................... _ ❑ 13. Other IAReinaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) . %,,Z ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ' ❑ tk5. Statement of Intent for Non -heated and A/C Buildings ....................... ....." ' . Sanitation and plot plan approval from the Environmental Health Department in^� IT 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) ...................... ❑ 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. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ }? ❑ 31. Other: When issued Telephone " and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. _Applicant: �q.tY7 G��ib ��~ ,z-CZar Qate: ?Z�/0 1. Index permit application for the above items numbered: PlanCheck Letter 2. Additional items areContractor, designe as advised cfthe above data by phone,❑ mail, ❑ counter, by D eContractor, designe, was advised of the above d a by ❑ phone, ❑ mail, ❑ counter b Date, Plans reviewed by: 5 Date: Plans approved by: � Date: D O Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: / 0 7i/ — 0 Z Yellow: Buildine Division F 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: _IMAIe— 4--:] �� G - AAnK -lAt�A Phone Ski ":789 .1 S6q- Mailing Address E344157 -oF_0 (/lu,E CA, 9 29(oG . Site Address: ZE6W QQ -P-04D_ (I )LUS Assessor's Parcel Number: 073 — Z0 -=- •O5Zone: Please answer questions 1-16, and e.�plain any yes answers for questions 2-14 in the space provided on page 2 of this form GENERAL, LNFOR1NIATION: 1. Is there a primary dwelling on the property? Yes ❑ No 2. Is the structure already built, under construction, or under notice of code violation? Yes ❑ No 3. Will items produced in this building be offered for sale? Yes [INo91 4. Will the public have access to this building? Yes ❑ No 0 5. Will anv 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 ID 7. Is any portion of the structure located closer than 20' to your front property line? Yes ❑ No KI 8. Do you plan to add a driveway or modify existing access to a county maintained road? Yes ❑ No 9. Will the proposed structure encroach within any recorded easement? Yes C3No91 CONSTRUCTION FEATURES: 10. Will this building have insulated floor, walls, or ceiling? Yes ® No ❑ it. Will this building be heated or cooled? Yes ❑ NoM 12. Will this building have a water closet/toilet? Yes E0 No ❑ 13. Will this building have a sink? Yes No ❑ 14. Will this building have a water heater? Yes No ❑ 15. What type of floor covering will the building have?:.P-AV) Q CP<j_�— FJ-Lyo-p_ 16. What type of wall`covering will the building have? S NC S©�,�G 3AaS �`PA1 �• OVER 1 of 2 _---:)p PROPOSED USE: (check only one boa) 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__4. 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 garage door is required. 3. ❑ Residential Carport — A covered structure intended for parking of vehicles. Two or more sides must be entirely open. 4. JKResidential 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 Workshop Home Occupancy' Other — Use I. Darnbe "of WorhhopYk +- VGop-AL An44 Sgoe = 2. Must be approved by the Buae Cowtry Pluming Division. Explanations: This area is for explanation of any "yes" answers on questions 2-14. Please indicate the question number before the explanation. n )ALkS+ CGLINIKX, Ck 1VLl.Fes-- 1\lSXL4TW- 1Z TO1 I<d2 C:0mU1wCE. 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. 0wner's Name: Please Print VAAT?_V_ DM0il4L1' _ Owner's Signature: amantg Date: 5 8 -r 2 of 2 Y, OWNER -BUILDER VERIFICATION -7 Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your siomwe, Please complete and return this information at your earliest opportunity to avoid ex 1 �ery 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 ajor labor and materials for construction of the proposed property im vement : YES NO O 2 HAVE Ef HAVE NOT C1 signed an application for a building permit for the proposed WG& consiztxtiaan: 3. I have contracted with the following person (firth) to provide the proposed , 4 NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO. I plan to provide portions of this work, supervise, and provide the major work: NA�NIE: _11i but I have hired the following person to coordinate, CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK NOTE: This Owner -Builder Verification is required by Section 198.31 and 19832 4Vd t California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit OVER OWNER BUILDER TNFORINIATION I Dea: Procer7i Ow'e.. A.'t 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 performb* 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 wont (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ [f 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, cc costs, and unemployment compensation contributions. workers compensation insurance, disability insuran ♦ 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 G.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. 1f the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or Lhxoug:5 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 1030 v 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. I!�M rely, el C. Vi ira, CB.O. ger, Building Inspection NOTE: This Owner -Builder Information is required by Section 19810 of he Cag(ornrla Health and Sajery Coda OVER �l 0 HIyHWAY GIlaqA' c >" �r !'¢3litTT� Co. MOO' ,q Z10 i. 1 i I, i Drawn BY: Y ,. NTI� NA , i M w i 1116'10 APPROVED But,,* County Env{, onmew!. 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