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056-340-007
056-340-007 .02-1599 GROVES. SHt:HRy�� /64'9'2 Lnvcloelc 'id-., NIAGALIA NEW SINGLE FAMILY (IBR) 056-340-007 04-1216 GROVES, SHERRY 16492 LOVELOCK RD, MAGALIA Cont: OWNER NSF(R E -N E W A L)02-1599 ENCROACHMENT PERMIT DATE t O -(B --D& 056-340-007 04-1217 GROVES, SHERRY 16492 LOVELOCK RD, MAGALIA Cont: OWNER AG BUILDING 61_ PERMIT RENEWAL DATE: to - 13 -06 BPN 02 • ! 9s4 • 3 Q V-17—/46N:XI'IRES: Sf•9_ p7 r i r ENCROACHMENT PERMIT DATE t O -(B --D& 056-340-007 04-1217 GROVES, SHERRY 16492 LOVELOCK RD, MAGALIA Cont: OWNER AG BUILDING 61_ PERMIT RENEWAL DATE: to - 13 -06 BPN 02 • ! 9s4 • 3 Q V-17—/46N:XI'IRES: Sf•9_ p7 r i BALANCE OF FEES SHEET DATE: I PERMIT #: ASSESSOR PARCEL #: - —546- 0 6� OWNER'S NAME: FEES (Amount and Purpose): BALANCE OF FEES: $ ADDITIONAL FEES: $ REVISED PLAN CHECK: $ SHERIFF FEE (commercial only): $ SRA: $ COPY FEES ($1 or- more) $ DRAINAGE $ BASIN BC RESIDENTIAL IMPACT County Wide Chico Urban _ EI Medio North Chico Specific _ $ WATER TENDER FEES $ BATTALION # FEMA $ J SMIP $ r� OTHER $ , UQ T NUMBERS RECEIPT NUMBER(S) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-754 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER / I +� O ZONING BUILDING PERMIT OWNER r rr TELEPHONE i SO, FT. OCC. BUILDING VALUATION OWNERS AD SS c CONTRACTOR'$ NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDERS MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAULING ADDRESS Permit Fee $ G Plan Checking Fee $ BUILDING ADDRESS604f 9-9 1' Energy Plan Checking Fee $ $ PERMIT FEE $ . eo LOT NO. SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each ach 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 ❑ Ublities ❑ Installation ❑ Other ❑ Describe ae T,4p 1r?tanewAL �l Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 @20.00 PERMIT FEE $ ELECTRICAL PERMIT I Filing Feel 20.00 OOOV OR LESS 23.00 Main Service 2o0A OR LESS LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: .*D 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. ❑ 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.) C 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 H I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall with comply with a provisions. C)lof Date � lure of Applicant - Owner ❑ Contractor ❑ Agen An OSHA permit is requi r excavations over 5'0" deep and demolition or construction of structures over 3 st ies in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. s0 OR ADDNS. & ACC. BUDS. 3.5¢FT. NOµRMULTI ESID. -OUTLET 97.50 POWER APPARATUS a SINGLE ourLET CIR. Ex. OCCU OUTLET OR FIXTURES B20 Q 1.00 Ex. Occu .DFIxxEDA A'.s,6.)' E, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FET= $ Mobile Home Installation Fee $ Energy Inspection Fee $ °cc corsT. rrPE FEE $ G� TOTAL HAz. D FEES IMP FLOOD CDF pggCEl pp HD ISS This permit is hereby issued under the applicable provisions the Butte County Co a and/fir Resolutions to do work been paid. nix�rDate41t,194 PERMIT XPIRES N :A/WHITE-D.D.S.-B.D. te Receipt No. �' CANARY-ASSESSO PINK-INSPE OR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 (Rev.12/96) APPLI CATI TAN AND PERMIT ASSESSOR PARCEL NUMBER 056-340-007 ZONING BUILDING PERMIT OWNER GROVES S10?, Y TELEPHONE 873-0434 SO. FT. OCC. BUILDING VALUATION 10"QQ 0 r3 58,320.00 OWNER'S MAILING ADDRESS P.O. BOX 2.7 STIRLING CITY CY1, 95978 16 C 208.00 CONTRACTOR'S NAME 017\T'. TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace 1900-017) LENDER'S MAILING ADDRESS Total Valuation $ 60-098-00 ARCHITECT OR ENGINEER LICENSE No. Filing Fee $ 2 0.00 Permit Fee $ 464.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 0 BUILDING ADDRESS Energy Plan Checking Fee $ 23.00 mTf PERMIT FEE $ 808.60 LOT NO. SUBDIVISIONS NAME r 1 PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 35.00 USEOFSTRUCTURE SF )b Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 L5.00 Each gas water heater or vent 15.00 5. 00 X TYPE OF WORK New` ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Nh7,1 STNOU R FMTT .Y (1 ,?P,) Gas piping system 1 - 5 outlets 15.001-5.00 Building sewer 15. 0-0 .. 5 CC Mobile Home S I GI W 920.00 -1 PERMIT FEE S 115.00 ELECTRICAL PERMIT Fling Fee 20.00 800VOR UE Main Service A OR LESS 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 I hereby affirm under penalty of perjury that 1 am exempt from the Contractors License for the following reason: IfI, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A To 1000A 46.00 NEW CONST. DWELLING OCCUP. ( ACC..3.5Q� ORw corgi . M uBUS. NON•RESID. CU @7.50 POWGLE OCIR.ER APUTLETPARATUS 8 SIN Ex. Occu OUTLET OR FIXTURES EIAL@ 0 FIXED APPLNs. OR Ex. Occup. ourLETs RESID. Ea 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 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 Filing Fee 1 20.00 Heating Cooling Hood 6.50 6.50 Ventilation PERMIT FEE S41.50 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 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 t e provisions. X 0��� Date er ❑Contractor ❑Agent SignatuxeOlof Applicant -%fo An OSHA permit is requir dexcavations over 5'0" deep and demolition or construction of structures over 3 storieseig t. Mobile Home Installation Fee $ Energy Inspection Fee $46.00 occ CONST. TYPE TOTAL FEE HAZ IMP C PAR EL D UE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do indicated above for which fees have been paid. w By D to 90, PERMIT EXPIRES ON l v o I IDere work O rReceipt No. J�3S�jJ� /O� •� TE•D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE-DE)P=ARMEW Rs •ELOPME'NT SERVICES -BUILDING DIVISION COUNTY OF BUTTE -DEPARTMENT OFDE:1/A 7 County Center Drive, Orovil e,- A 69596 -0hone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA. SHEET OWNER: ASSESSOR PARCEL NUMBER OV 3(4 — 6 U 1 ` tY Proposed Building Use: �V P Counter Technician: Uts Date:G�- Itemsrequired in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. of planqpa'ns(:Pbr r 4 sets, signed by the preparer of the plans. P�Ingineerecl mplete 4 sets, signed by the preparer of the , ans. plans, 3 or 4 s t ywith wet signa er n plans AND sett sof stamped and signed calculations. }4;�neered truss details an94ayouts duplicaYeNo faxes! C�5. Energy compliance design and supporting documentation in duplicate. A/A 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. ❑ 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 Date Received By upon receipt of the following items.) 4�/ LnA n jZ4.Fees as shown on the attached Schedule of Fees Due Sheets.0 '.. ...Statement of Intent for Non -heated and A/C Buildin s..........S itation and plot plan approval from the Environmental Hea City of Chico Plumbing permit ............................. ..... .. ...............: California Department of Forestrylanapproval aQ id. Sent b } ❑ 19. Planning approval for (A) Use: C� i< (B)Parking: (C) Parce Check: ❑ 2O/Contact Land Development about ❑Improvements, ❑Drainage ............................... 1. 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) ..................... 2etter of Signature authorization.................................................................... �" 27. Recorded copy of Agricultural Acknowledgment Statement .................................... 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits ......................... I............................... ❑ 30. ❑ Gr%nt eed,.❑ M.H. Title/Statement of Facts,❑ Letter from Legal Owner, ❑Check to H.C.D. $ �L 31. Other: A i( ` of Aft C. 'tA— When issued Telephone and hold for pickup. en &,-Jxd f I have been i -for ed of the above i e{ns and requirements for obtaining ra,.building gppermit. Applicant: O `�te: .`� . ` U 0 1. Index permit application for the above items numbered: AU Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data bye ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter b Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed, " �. . Date: Structural approved by: Date: V 4F Note transfer by:_ + + Date: .• i Yellow: Building Division E.H. USE ONLY ... �r 'Plot Ran AnscMd . Floor Flan Ana sena to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance rov OwnerLocation AP# • Plan Approve f Sewage Disposa Water Supply: Public Private Well 1� Clearance for dwelling. Other 'D LrIN-.6242 N Hold final ,for. Final clearance O.K. for: NOTE: / od. Environ ntal Health Special st 'p Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER A.P. # PROPOSED BUILDING USE N. DATE RECEIPT # DATE REC. 1., BUILDING PERMIT FEES Balance Due ....................... $ Additional Fees Due ................. $ Additional Fees Due .......... :...... $ Revised Plan Checking Fee .............$ 2 SCHOOL DISTRICT FEES t (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) J Residential ...................... x $360.00 = $ 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) V/7. SRA FIRE INSPECTION AND PLAN CHECK 00 SCS $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion #' ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER 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 D -- Pursuant to Government Code Section 6602 , o are hereby notified that items 2, 3, 4, 5, 6, 7, 8,'9, and 10 above may have been I mposed on your project. You have 90 days from 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) AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2002-0048452 Recorded Official Records Gauntyy Of BUT 1E CANDAM J. GRUBS Recorder ROSEMARY DICKSON Assistant 03:14114 17 -Sep -20@2 REC FEE 7.00 CONF=ORM .00 Kathy Page 1 of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: 40 � PROPERTY OWNERS:. State of California ) County of 04-) ' ) On before me, ✓ V fl Gi �— personally appearedpersonally known to me (o ve me o the basis of satisfactory evidence) to be the person(sj whose nameVis/are subscribed to the within ins rument and acknowledged to me that .he/she/thrr executed the same in-h4s/her/fheirauthorized capacity(j<, and that by4tis/her/theirsignatureof on the instrument, the person(4) or the entity upon behalf of which the person(s) acted, exec ed the instrument. WITNESS my hand anr�Yofficial seal. _ o' TM1 r ^KANDIS D. EDWARDS Signature Seal: ` _O � Comm. #1292604 NOTARY PUBLIC CALIFORNIA O e+ BUTTE COUNTY 1 A:P. # -3 OD,� My Commission Exvires Feb. 26, 2005 X(, BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM w (One form per Building) A School District ��1` �G Building Department No. o 2. q A.P. Number c�S4rft•34 0 - 00'7 Jurisdiction: = City ®County Property Owner SHe$Awi c-fikw& S . Property Location/Address A L a tAl a C T. ,,_ MA, GA -L l /� Subdivision Lot No. .................................................................................................................... Residential Development Sq. Footage 1,0 9 Z No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection); Commercial/Industrial Sq. Footage — . - �• ..:. � �st»a.=*.r�,c� .w:"�:x�>���-f.:r•s��t*-F---„ New Addition (Iricluding`Exterior _ I/w Roofed Areas) Building Department Re'pn DistriPc Identification No. // —7/6-� (Street Address) a�- Date (Floor Plans reviewed by School District Personnel) FrjO School District certifies that /�.(i�ilACv/'/�✓ > �! i_ (Applicant) S73-o�13y J(Phone Number) 4�; 51� f;�"e (State) (Zip Code) has complied with the requirements of Resolution No. by payment of $ ;) M ,l%� representing square feet. AB 2926 $ FULL MITIGATION S School District Representative Paid by Check # Remarks: Date 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 66020(a), 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 00/98Wrnm Please complete the following information in order to process your submittal. If this form is not and legible. it may cause a delay in processing. Owner's Name: S�� I O �' ' S Received By:.Date: �Oa- A.P. �!• C.S Permit #: 5 Tier ContactPhoneNumber: 20 R Purpose of submittal: Q Permit Application Data Item Engineering ❑ Plan Revision =Plan's Building Inspector or Correction Notice - inspector's Name: Examiner- Examiner's Name: ❑ Other: if you are.revising a plan which has already been issued, submit two(2) drawings reflecting the revisie review. If engineering is involved in this revision, the engineer must put his requirements on these dra stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings mit L When Approved, Process as Follows: ❑ Mail to Owner at this address: I Deliver with ardw address: ❑ Oroville C Revised44Plan Check Fee: ❑ S46.00 Receipt M: ❑ Additional Fees ,Vol R Additional fees may be due based upon complexity And time involved to process this lul Addition 'I Fees: Receipt, /: r 3 YuiT S -f1,,pS �A SITE P r LAN RE VIEW APPLICATION rl Date: —25 — ®Z AP# 0 3 Permit plumber (if applicable) APPLICANT INFORMATION Parcel Size: 2 i 2_8 A L Owners Name: GrZ�V iSS SH �12..aZ Owners Address: P D 1'3o)X STe-rec_ 1 !J� Telephone No.: 8 -7.3 DH 3 Situs Address: A LA N 2-0 GT - Proposed Use: Residential ® New Single Family Residential . ❑ Single Family Addition ❑ Mobile Home - F-1 Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel Other ❑ Septic El Well ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval ® Site Plan Stamped Approved By. Date 4, - x-57' 0 '2__ Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: 9 Snow Load Area: - SCS T D 3S &�D --rT ❑ 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 alta chep) • Flood Zone: I • Flood Panel No.: 0250 C., Index Date: ❑ 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 Vapiance ❑ Variance ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: U Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Codf Streets & Highways Fire Prevention Subdivision Map Front r�t� % A (.j N 2p U-1, Side 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 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 ❑ Water Tender a ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with School district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. r Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: El No ❑Yes; Road Name: Complies with County Standards for Deed Creation:. :,❑ No ❑ Yes. Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed"of Creation EI.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: ❑ Meeh Parcel size required by zone ❑ Meet current Environmental Health Department requirements . Page 3 of 5 Subdivision Map/Parcel Map: Map Date of Recording: 1' 1-7 i 3 Lot: ❑ Use Permit/Minor Use Permit Permit Number: LI l Q p �_ , Book: `� b Page: / 6 Date of Approval: ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission eequirements 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 El 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 DocumentAlhilding Permit Site Plan ReviewIAm Page 5 of 5 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification'is received. 1. I personally plan to provide the or labor and materials for construction of the proposed property unpr ement : YES NO 13 2. I HAVE HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: PHONE: V CITY: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 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:, SOCIAL SECURITY NUMBER: DATE: 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 OWNER BUILDER INFORMATION I 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 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 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, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact 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. r rely, Mic el C. Vi ira, C.B.O. M ger, Building Inspection NOM This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code - OVER PROJECT PROCESSING RECORD A PLICANT: OWNER: PERMYT #: A. P. 0S � 3 4o -007 WORK DESCRIPTION: ts�t•� PSS+ :J DATE DESCRIPTION OF STEP In �i PROVE� PLW REVIEW RESPONSE FkM 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 riot 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. ATTACH THIS FORM TO A CnOV AC vnIIR PI AN DFWFW I FTTCD Awn Orniou u►ma OCUTCCn Aun nnrr_ruw. n1 Aue OWNERS NAME DATE: RESPONSE BY: ,nom r LOCATION ON PLANS/CALLS: ASSESSORS PARCEL NUMBER PERMIT NUMBER F.I- RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY: RESPONSE BY: ,nom r LOCATION ON PLANS/CALLS: COMMENTS: rte- r F.I- PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: tS C'�7.S�Z^ /3 PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PO►N REVIEW RESPONSAORM In order to expedite the review of your plans, please complete the fallowing 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. ATTACH THIS FORM TO A COPY OF YOUR PLAN RMFW LETTER AND RFnjnN wrm DvwcCn Awn f%nr&--r.........._ OWNERS NAME DATE: rr� to vtpS' COMMENTS: COMMENTS: C L .� f � �/�' � U Sim//✓E; crr�/� j3Ei%� L Sidi ir) i)E�9iL-e,'— Ls o t° LC e - S c -a - CL -6-v,-4 -r1 aA 2 f .,,4 ASSESSORS PARCEL NUMBER PERMIT NUMBER C) z - , -y RESPONSE FOR PLAN CHECK LETTER DATED: 4(1G PLAN CHECK ITEM # RESPONS1E BY: %� LOCATION ON PLANS/CALCS: I'fGcS '2 - COMMENTS: COMMENTS: C L .� f � �/�' � U Sim//✓E; crr�/� j3Ei%� L Sidi ir) i)E�9iL-e,'— Ls o t° LC e - S c -a - CL -6-v,-4 -r1 aA 2 f .,,4 PLAN CHECK (TEM # RESPONSE BY: RESPONSE BY: LOCATION ON PLANS/CALCS: l�fiG LOCATION ON PLANS/CALCS: P COMMENTS:c• TSS g Q ; PLAN CHECK ITEM # RESPONSE BY: gees LOCATION ON PLANS/CALCS: l�fiG COMMENTS: L C . 'S PLAN CHECK ITEM # RESPONSE BY: rc)ve- LOCATION ON PLANS/CTL-CS: COMMENTS: S PLAN CHECK ITEM # RESPONSE BY: /� LOCATION ON PLANS/CAJLCS: COMMENTS: c RESPONSE FOR PLAN CHECK LWFER DATED: PLAN CHECK REM M . RESPONSE BY: .7 s/elr� C�/z►veS COMMENTS: 16 -sp PLAN CHECK REM 0 V COMMENTS: PLAN CHECK REM N COMMENTS: PLAN CHECK ITEM # COMMENTS: PLAN CHECK REM # I/ COMMENTS: PLAN CHECK ITEM N ./2 - COMMENTS: 2COMMENTS: KA I U14 ON PLANS/CALCS: fit!/ RESPONSE BY: L�/j-sem �l/b�r�• �' ,���F RESPONSE BY: slie )CATION ON PLANS/CALCS: 9 -- LOCATION ON PLANS/CALCS: At'v Lf rz7 RESPONSE BY: LOCATION ON PLANS/CALCS: RESPONSE BY: V %cve-j AID kj PLAN CHECK REM # RESPONSE BY: 1-3 S 4.e,-1,- ram COMMENTS: C KA -5 e- I J. LOCATION ON PLANS/CALCS: .� z LOCATION ON PLANS/CALCS: P�� 1/ RESPONSE FOR PLAN PLAN CHECK ITEM N /y COMMENTS: PLAN CHECK REM N � COMMENTS: ✓ -z �igS PLAN CHECK REM N COMMENTS: PLAN CHECK ITEM # Z COMMENTS: PLAN CHECK REM # rrnu►.c.�r�. / /1 r PLAN CHECK ITEM M COMMENTS: DATED:. RESPONSE DY: Sl�� RESPON�E,BY: TGL,� Ld /a 7-/o RESPONSE BY: c- 7,ja .4��3 PONSE BY: /SGT �' c RESPONSE BY: LOCATION ON PLLANS/CAL— LOCATION ON PLANS/CALCS: LOCATION ON PLANS/CALCS: LOCATION ON PLANS/CALCS: ��r 7 LOCATION ON PLANS/CALCS: Ad—g RESPONSE BY: LOCATION ON PLANS/CALCS: ALT �,r/CZ'v 7Z/il/6 AN CHECK REM aK RESPONSE BY: )C:(. T IMMENTS: ATION ON PLANS/CALCS: P.dc-ic- /3 RESPONSE FOR PLAN CHECK PLAN CHECK ITEM M . COMMENTS: PLAN CHECK ITEM N JWz-C,7- COMMENTS: PLAN CHECK ITEM N COMMENTS: DATED: RESPONSE BY: LOCATION ON PLANS/CALCS: RESPONSE BY: r L-1- x 61(460cw; 'w%lp% I I%Jn vry rLAN3/CALCS: %d /--%O s; C,o LOCATION ON PLANS/CALCS: - %-,7 4- PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM 0 RESPONSE BY: LOCATION ON PLANS/CALCS: " . 7 - CO FAMENTS: COMMENTS: C &4 -7 - PLAN PLAN CHECK ITEM S RESPONSE BY: LOCATION ON PLANS/CALCS:�— COMMENTS: PLAN CHECK ITEM >K RESPONSE BY. LOCATION ON PLANS/CALCS: COMMENTS: REVIEW RESPONSE %RM 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. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGTNAI DI AIDC OWNERS NAME DATE: LOCATION ON PLANS/CALCS: w COMMENTS: ASSESSORS PARCEL NUMBER PERMIT NUMBER 7O - Od % . RESPONSE FOR PLAN CHECK LETTER DATED: 7/_z PLAN CHECK ITEM # RESPONSE BY: / LOCATION ON PLANS/CALCS: w COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE. BY: LOCATION ON PLANS/CALCS: COMMENTS: CHECK ITEM # September 10, 2002 Sherry Groves PO Box 27 Sterling City, CA 95978 ODepartment.o'f Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 - (530) 538-2140 FAX Assessor Parcel Number: 056-340-007 ° Building Permit Number: 02-1599 Thank you for submitting the revised 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. , Please comply with the following items in italics remaining unresolved from the previous plan review: NON-STRUCTURAL COMMENTS: 14. - Specify the size and location of attic vents to achieve required ventilation. With the only vents being gable vents, you must use a 1:1-50 ratio. To utilize a 1:300 ratio, you need one half of your vents low (i.e., eave), and one half high (i.e., gable). STRUCTURAL COMMENTS: 5. Enlarge the scale, detail framing and load path from roof sheathing through blocking , into top plate and shear walls, as shown on Sheet 9. Please show exterior sheathing with e.n. into the top plate. 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 responding after September 22nd, please ask for Linda. 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. 4 Keith Long, Architect Plans Examiner Consultant l,of 1 11 August 19, 2002 Sherry Groves PO Box 27 Sterling City, CA 95978 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 056-340-007 Building Permit Number: 02-1599 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: 1. The plan preparer shall wet -sign each sheet of prints. 2. Specify the exterior finish on the Elevations. 3. Please specify the required minimum height of the guardrail as +36". 4. Section A Sheet 6 is cut through windows, which should then show in the Section. 5. Please specify tempered glazing in the window at the bottom of the interior stairs. 6. Show a handrail at the interior stairs. 7. Detail the framing of the interior stairs. Is there any enclosed and/or useable space under the stairs? If yes, please specify the use of 5/8" type X gypboard in that area. 8. Show method of drainage away from the structure on the uphill side. 9. Please show and detail handrail(s) at the front steps. 10. Show location of all smoke detectors. 11. Detail the loft guardrail showing its. capacity to withstand horizontal loading. 12. Please specify the operation of all exterior windows (e.g., sliders, casement, awning, etc.). 13. Please show the location of the electric panel/meter. 14. Specify the size and location of attic vents to achieve required ventilation. 15. Provide attic access hatch assuming clear space at the peak exceeds 30 STRUCTURAL COMMENTS: 1. The owner has indicated that they will use non -graded or self -milled lumber. Accordingly, all structural design must be based on no better than DF #3 grade. 2. The outriggers at one gable end cantilever more than the backspan. Please design and detail the installation of these outriggers. 1 of 2 3. Section 4 Sheet 8 is unclear as to the method of construction of the porch. Is it wood framed on stem walls, or? Clearly size all structural members and their connections. If wood framed, provide access and ventilation. 4. Structural calcs require 6"x12" headers at the centers of the N and S walls. Please clarify the header note found on the Exterior Elevation as to whether or not it includes doors. 5. Enlarge the scale, detail framing and load path from roof sheathing through blocking into top plate and shear walls, as shown on Sheet 9. 6. Detail the load path at shear walls passing second floor framing. 7. The Roof Framing Plan indicates 1/2" CDX sheathing, where other notes and calcs indicate 1X diagonal sheathing. Please correlate. 8. Sheet 7: please clarify the requirement that the lx roof sheathing is to be applied diagonally, per calcs and as shown on Sheet 9. 9. See Non-structural item #11 above. 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. 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 2 of 2 BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 —TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERM T NO. C Agricultural building is defined as follows: Agricultural building is a structure designed and co ucted to house farm implements, hay, grain, poultry., livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESS0i PARC ZONING OWNER PHONE NO O ER A RESS (.4 q,�12 LOCATION OF UI DING &Vq2vv ./440v All USE OF BUILDING SIZE OF STRUCTURE ,�/,� 'x'=�SO. FT. TYPE OF CONSTRUCTION: � WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDIgG RO F COVERINP, FLOOR TYP ` ESTI TED COST OF CONSTRUCTION AG Bu dings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: ���L� %1% r� / r FRONT -b5 SIDES REAR -2% AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date A— — �Al — Signature of Owner Permit Fee -. 1®9 . q7lar' The above described AG Building is exemptt\ ro�r a Pi nnn I oec Receipt No. I I V` I V Iy Manager Buildin visio 1 By Date �1iV i e — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant ENCROACHMENT PERMIT 0"� 10 County of Butte Department of Public Works G�7 7 Count Center Drive Oroville, CA 95965 Phone (530) 538-7157 Ext. 2016 Fax: (530) 538-4356 9Download Fortes: www.buttecounty.net/publicworks/forms.htail NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Permit Number District%�% Phone 530 538-7157 Ext. 2016 1 d Z /.�/ U ✓ \ / APPLICATION I / WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads and highways, all in accordance with County ordinances and general laws. All information except signature must be typed or legibly ted. 1. Applicant's Name: _ la. Company Name: 2. Address: 3. Phone: 4: Ass ssor's Parcel Number. - -- - - - io 5. Location of Work to be Done e�W Gc 9 1�5 rhes 47(d rn s 6, Applicant's Signator 7. Date: CONTRACTOR'S INFORMATION 8. Contractor's Name 9. Address 10. Phone: 11. Fax: . 12. Contractor's License Number. 13. Certificate of Insurance: Yes ❑ No: ❑ 14. Contractor's Signature: 14a. Date Signed: 15. Authorized Agent: TYPE OF WORK TO BE DONE 16. Please Check: Curb: ❑ Gutter: ❑ Sidewalk: D 17. Driveway (List Type 18. Other. PERMIT GRANTED In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this permit form) and special conditions written below, permission is hereby granted. 19. Conditions c G nN t 1 0 ►J e44-- cz� Undetground Service Alert .S.A. must be notified two working days prior to any excavation. 800-227-2600 20. CI All work shall conform to accompanying: Det04 ❑ Plans ❑ Special Conditions ❑ 21. Date Issuedf0 za �� 22. Expiration Date: /O/� 0-3 23 Surety: Mike Cnunp, Director of Public Works By: "Note: If permits are faxed to any number besides (530) 5384356, they can be delayed up to toe week. Page 1 of 2 General Conditions - See Page 2 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 1998 California Building Code (1997 U.B.C.), 1998 California Plumbing Code (1997 U.P.C.), 1998 California Mechanical Code (1997 U.M.C.), and the 1998 California Electrical Code (1996 N.E.C.) The following items are separated into two categories (general and specific). The "general" items are for your reference and are not specifically called out on the plans by the plans examiner. These items MUST be complied with, if applicable, and it is the builder's responsibility -to comply. The "specific" items have been keyed to the plans. If an item is inadvertently left out or missed, it does not relieve the builder of any responsibility for code requirements, general or specific. GENERAL REQUIREMENTS Guest rooms and habitable rooms shall have natural light equal to 10% of die floor area and natural ventilation equal to 5% of the floor area (Sec. 1203. U.B.C.) • Provide required room dimensions and ceiling height. (Sec. 310.6. U.B.C.) • Providt-m lights, swiiches, and receptacles for maintenance of mechanical equipment. (Sec.306, U.M.C.) • Approved vent and adequate combustion air for gas water heater and/or furnace. (Ch. 7& Ch. 8, U.M.C.) • Provide minimum one 3'-0" exterior door. (Sec. 1003.3.1.3,U.B.C.) • Provide adequate clearance and type A flue for fireplacehvoodstove. • All stairways to comply with U.B.C. section 1003.3, for rise, nut, headroom, width, landings and handrails. • Hallways to be minimum 36" wide (U.B.C. 1004.3.3.2). • Underfloor access and ventilation per Sec.2306.3 & 2306.7, U.B.C. • Attic access and ventilation (UBC section 1565). • Provide approved flashing at all exterior openings. • Provide 18" platform for appliances/equipment in garage capable of producing a flame, spark or glow. • Provide protection of appliances in garage from vehicular damage. • Closet lights per N.E.C. Article 410-8. • Provide certificates of conformance for all glu-lam beams. • Provide approved spark arrester at all chimneys/type "A" flues. • Provide %s"x 10" anchor bolts @ 6' o.c. max. and within 12" of all joints. Provide 2"x 2"x 3/16" steel plate washer @ each bolt. (Sec. 1806.6, U.B.C.) • Foundations with stemwalls shall be provided with a minimum of one number 4 bar at the top of the wall and one number 4 bar at the bottom of the footing. (Sec. 1806.7.1, U.B.C.) • Slabs -on -ground with turned -down footings shall have a minimum of one number 4 bar at the top and bottom (Section 1806.7.2, U.B.C.) • Guardrails to have minimum 36" high top rail, with intermediate rails spaced that a 4" sphere cannot pass through (Sec. 509, U.B.C.) Page 1 of 2 Owners Name: < e(w r ro es, Building Permit Number.' (�',�,— /6-gc� Plans Examiner:.. long a:- • Veneer per Ch. 14, U.B.C. • Exterior plaster — weep screeds (U.B.C. section 2506.5). • Skylights per Sec. 2409 & 2603.7, U.B.C. • Protect plastic foam insulation per Sec. 2602.4, U.B.C. • Ground fault protection shall be required in all bathrooms, garage, kitchen, wet bar, and exterior receptacles (NEC 210). • Electrical, mechanical, and plumbing construction (not plan reviewed) shall comply with the current editions of the National Electrical Code, Uniform Mechanical Code and Uniform Plumbing Code. • Minimum water closet clearances of 15" from its center to sidewall and 24" front clearance (U.P.C. 408.6). • Minimum shower compartment size of 1024 sq. in. & 30" circle (U.P.C. 412.7). • Provide plumbing fixtures, water closet clearances and shower sizes per U.P.C. SPECIFIC REQUIREMENTS 1. Provide safety glazing in all hazardous locations (U.B.C. section 2406). 2. Garage firewall separation — required on garage side, including supporting walls and posts (U.B.C. section 302.4 exception #3). 3. Install smoke detector's as per the requirements of U.B.C. section 310.9.1. 4. Special roof covering required, class B minimum. 5. Provide 2 separate exits from the third story (U.B.C. section 1004.2.3.2 exception #4). 6. Every bedroom shall have at least one operable window or door. Windows shall have a minimum net clear openable area of 5.7 square feet. Additionally, the window shall have a minimum net clear operable height of 24" and a minimum net clear openable width of 20". The window sill height shall not be more than 44" above the floor (U.B.C. 310.4). COLOR CODE USED ON PLANS Blue = Engineering Pink = Firewall Green = Braced wall panels Yellow = Important' COMPLY WITH ITEMS INDICATED BELOW ❑ Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H. V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate ►viU also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. ❑ Fire sprinklers are required in this structure. ❑ This parcel is located within the California Department of Forestry and Fire Protection area. Compliance with the attached CDF fire safe requirements will be necessary. ® All structures and equipment including overhangs shall be clear of all easements. A setback of ' from the side and 'from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. ® Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. Page 2 of 2 Owners Name: Building Permit Number: M Plans Examiner:��h Lp j= j I .p CDF FIRE SAFE REQUIREMENTS AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made apart of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. ( 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. i Driveway Standards r ' 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other appurtenant structures which supple- ment the roadway bed or shoulders) shall provide unob-. structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [Li 1273.03• Grade.• Not to exceed 16 percent unless paved. 1273.04 Driveway Radius 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. - 2. The length of vertical -curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. (I] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. - I- 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 f feet long with a minimum 25 foot taper on each end. [ 1270.10 Width. All driveways shall provide ' -a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. BUTT COUNTY F Page 1 of 3, BUILDING DEPARTMENT. A®VD ti AP.# PERMIT # NAME [Y 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, 'shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet,.turnouts shall be provided no more than 400 feet apart. [ 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates t`�Cl 1. Gate entrances shall be at least two feet wider than the roadway it serves. ] 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [�1 3. Where a one-way road with a single -traffic lane provides entrance, -a 50 foot turning radius shall be used. Fuel Modification, 1276.01 Setback for StructUre Defensible Space. 1. All parcels 1, -acre aild larger shall providea .mini- mum 30. foot setback for buildings, and accessory buildings from ul] property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for, the same practical effect. See Other Requirements below. 1276.02 Disposal of Vegetation and.Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel, modification shall be. completed prior to completion of road construction -.)r fi:ial inspection of a building permit. Page 2 of 3 AP # PERMIT NAME Other Recruirements [ ]' If Building Setback is is to 30 Feetf Class A or B' roof Enclosed eaves [ ] -If _Building -Setback is Less Than 15 Feet Choose, any -1, of - the following: - Metal or no doors onside toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to, exceed,_0$ of wall area toward property line with insufficient=setback' - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials �o Date ture TABLE OF CONTENTS TOC Project Title.......... GROVES RESIDENCE Date..05/14/02 14:36:24 Project Address........ ALONZO CT. ******* c� p LOVELOCK, CA *v6.01* OP— Documentation Author.:. ROBERT A. MANGRUM ******* Building Permit # Paradise Mechanical %SC 9-aZ3 C-2- 5655 Almond Street Plan Check / Date Paradise,CA 95969 530-877-8882 Field Check/ Date Climate Zone............ 11 Compliance Method....... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -GROVES Wth-C.TZ11S,92 Program -TOC User#-MP1342 User -Paradise Mechanical. Run -GROVES TITLE 2.4 1295 TABLE OF CONTENTS Report Page FORM CF -1R.....~........... 1 FORM MF -1R ................ 4 FORM C -2R................. 7 HVAC SIZING ............... 10 2"WILDING Liu A P P R U�ED CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... GROVES RESIDENCE Date..05/14/02 14:36:24 Project Address........ ALONZO CT. ******* Documentation Author... Climate Zone........... Compliance Method...... LOVELOCK, CA ROBERT A. MANGRUM Paradise Mechanical 5655 Almond Street Paradise, CA 95969 530-877-8882 11 MICROPAS6 v6.01 for *v6.01* ******* 2001 Standards Building Permit # Plan Check / Date Field Check/ Date by Enercomp, Inc. MICROPAS6 v6.01 File -GROVES Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run -GROVES TITLE 24 1295 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..... 1080 sf Frame Cavity Single Family Detached Total New Front Facing 180 deg (S) >= Type 2 -00 R -value Raised Floor U -factor 52 16.7 0 of floor area Interior Exterior 0.5 Btu/hr-sf-F Orientation M 0.61 Wall rh 11.2 ft R-0 R-17.8 BUILDING SHELL INSULATION _4 Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -factor Location�Co &-A / moment s Interior Exterior hang/ Orientation (sf) Wall Wood R-17.8 R-0 R-17.8 0.065 Front Door None R-0 R-0 R-0 0.330 Yes Roof Wood R-11 R-19 R-30 0.031 Standard Floor Wood R-19 R-0 R-19 0.037 0.500 FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Door Front ($) 20.0 0.500 0.640 Standard Standard Yes Window Front (S) 12.0 0.500 0.610 Standard Standard Yes Window Front (S) 12.0 0.500 0.610 Standard Standard Yes Window Front (S) 24.0 0.500 0.610 Standard Standard Yes Window Left (W) 12.0 0.500 0.610 Standard Standard Yes Window Left (W) 8.0 0.500 0.610 Standard Standard Yes Window Left (W) 12.0 0.500 0.610 Standard Standard Yes Window Left (W) 12.0 0.500 0.610 Standard Standard Yes Window Back (N) 12.0 0.500 0.610 Standard Standard Yes Window Back (N) 9.0 0.500 0.610 Standard Standard Yes Window Back (N) 12.0 0.500 0.610 Standard Standard Yes Window Back (N) 12.0 0.500 0.610 Standard Standard Yes Window Right (E) 9.0 0.500 0.610 Standard Standard Yes Window Right (E) 12.0 0.500 0.610 Standard Standard Yes Window Right (E) 2.0 0.500 0.610 Standard Standard Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Proiect Title.......... GROVES RESIDENCE. bar_e__0C;/14/n? 14•-Ati•24 MICROPAS6 v6.01 File -GROVES Wth-CTZ11S92 Program -FORM CF71R User#-MP1342 User -Paradise Mechanical Run -'GROVES TITLE 24 1295 HVAC SYSTEMS Refrigerant Equipment Minimum Charge and Duct Type Efficiency Airflow Location Wall NoCooling Tank Type Storage 0.630 AFUE n/a None 10.00 SEER No None Tested ACCA Duct Duct Manual Thermostat R -value Leakage D Type R-n/a n/a n/a NoSetback R-n/a n/a n/a NoSetback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Heater Type Distribution Type System Factor (gal) R -value Gas _ Standard 1 0.62 30 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *.** verified during plan check and field inspection. *** This building incorporates a Housewrap/Air Infiltration Retarder. This building does not have a cooling system installed. REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... GROVES RESIDENCE Date..05/14/02 14:36:24. MICROPAS6 v6.01 File -GROVES Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run -GROVES TITLE 24 1295 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 regrulations 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..... SHERRY GROVES Name.... ROBERT A. MANGRUM Company. Company. Paradise Mechanical Address. 17163 SKYWAY Address. 5655 Almond Street STIRLING CITY, CA 95978 Paradise, CA 95969 Phone... (530) 87370434 Phone... 530-877-8882 License. Signed.. Signed. �'� O2. (date), (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) 0 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R Project Title.......... GROVES RESIDENCE Date..05/14/02 14:36:24 Project Address........ ALONZO CT. ******* Documentation Author... Climate Zone.......... Compliance Method..... LOVELOCK, CA ROBERT A. MANGRUM Paradise Mechanical 5655 Almond Street Paradise, CA 95969 530-877-8882 11 MICROPAS6 v6.01 for *v6.01* ******* Building Permit Plan Check / Date Field Check/ Date 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -GROVES Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run -GROVES TITLE 24 1295 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 *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers 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 Design- Enforce- er ment 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. 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 b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. BUTTE CQU,%,M BUILDING DEPARTMENT MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R Project Title.......... GROVES RESIDENCE Date..05/14/02 14:36:24 MICROPAS6 v6.01 File -GROVES Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run -GROVES TITLE 24 1295 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 ACOA. 150(i): 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 greatw. 2. First 5 feet of pipes closest to water heater tank, nonl.o® . recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, 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 recirculatingos� ®� sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 0 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 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 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 781W 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 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 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF -1R Project Title.......... GROVES RESIDENCE Date..05/14/02 14:36:24 MICROPAS6 v6.01 File -GROVES Wth-CTZ11S92 Program -FORM MF -1R User##-MP1342 User -Paradise Mechanical Run -GROVES TITLE 24 1295 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. aurrp COUNr • `�' COMPUTER METHOD SUMMARY Page 7 C -2R Projgct Title.......... GROVES RESIDENCE Date,.05/14/02 14:36:24 Project Address........ ALONZO CT. ******* LOVELOCK, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -GROVES Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run -GROVES TITLE 24 1295 Zone Type HOUSE Residence MICROPAS6 ENERGY USE SUMMARY Energy 'Use (kBtu/sf-yr) Space Heating.......... Space Cooling.......... Water Heating.......... Total Standard Proposed Compliance Design Design Margin 16.26 13.34 2.92 14.13 15.98 -1.85 20.01 16.5.2 3.49 50.40 45.84 4.56 *** 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..... 1080 sf Single Family New Front Facing 2 ReducedYear Detache 80 deg (S40 CID Raised Floor 12060 cf Wet, 0 sf 16.7 % of floor area r "' 0.5 Btu/hr-sf-Fx` 0.61 - }•' 11.2 ft BUILDING ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit 1080 12060 1.00 Yes NoSetback 8.0 Standard Housewrap COMPUTER METHOD SUMMARY Page 8 C -2R Project Title.......... GROVES RESIDENCE Date..05/14/02 14:36:24 MICROPAS6 v6.01 File -GROVES Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run -GROVES TITLE 24 1295 Orientation HOUSE 1 Door 2 Window 3 Window 4 Window 5 Window 6 Window 7 Window 8 Window 9 Window 10 Window 11 Window 12 Window 13 Window 14 Window 15 Window Form 3 Location/ Reference ,O0 Comments W. 19.2X6 W.19.2X6.1,11 W.19.2X6.16 W.19.2X6.16 None R.30.2X4.24 FC.19.2X8.16 FENESTRATION SURFACES R. Area U- Act Exterior Shade (sf) factor SHGC Azm Tilt Type/SHGC Front (S) 20.0 0.500 OPAQUE SURFACES 90 Front Area U- Insul Act 180 Solar Surface (sf) factor R-val Azm Tilt Gains HOUSE (S) 24.0 0.500 0.610 180 90 1 Wall 282 0.065 17.8 180 90 Yes 2 Wall 421 0.065 17.8 270 90 Yes 3 Wall 285 0.065 17.8 0 90 Yes 4 Wall 442 0.065 17.8 90 90 Yes 5 Door 20 0.330 0 0 90 Yes 6 Roof 720 0.031 30 n/a 0 Yes 7 Floor 720 0.037 19 n/a 0 No Orientation HOUSE 1 Door 2 Window 3 Window 4 Window 5 Window 6 Window 7 Window 8 Window 9 Window 10 Window 11 Window 12 Window 13 Window 14 Window 15 Window Form 3 Location/ Reference ,O0 Comments W. 19.2X6 W.19.2X6.1,11 W.19.2X6.16 W.19.2X6.16 None R.30.2X4.24 FC.19.2X8.16 FENESTRATION SURFACES R. Area U- Act Exterior Shade (sf) factor SHGC Azm Tilt Type/SHGC Front (S) 20.0 0.500 0.640 180 90 Front (S) 12.0 0.500 0.610 180 90 Front (S) 12.0 0.500 0.610 180 90 Front (S) 24.0 0.500 0.610 180 90 Left (W) 12.0 0.500 0.610 270 90 Left (W) 8.0 0.500 0.610 270 90 Left (W) 12.0 0.500 0.610 270 90 Left (W) 12.0 0.500 0.610 270 90 Back (N) 12.0 0.500 0.610 0 90 Back (N) 9.0 0.500 0.610 0 90 Back (N) 12.0 0.500 0.610 0 90 Back (N) 12.0 0.500 0.610 0 90 Right (E) 9.0 0.500 0.610 90 90 Right (E) 12.0 0.500 0.610 90 90 Right (E) 2.0 0.500 0.610 90 90 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 OVERHANGS AND SIDE FINS M In`Fr arm Shade Type/SHGC Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 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 Door 20.0 3.0 6.6 5.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 12.0 3.0 4.0 2.0 12.0 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 12.0 3.0 4.0 2.0 12.0 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 24.0 6.0 4.0 2.0 7.0 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 12.0 3.0 4.0 2.0 6.0 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 8.0 4.0 2.0 2.0 6.0 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 12.0 3.0 4.0 2.0 6.0 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 12.0 3.0 4.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 12.0 3.0 4.0 2.0 12.0 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 9.0 3.0 3.0 2.0 12.0 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 12.0 3.0 4.0 2.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 12.0 3.0 4.0 2.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 9.0 3.0 3.0 2.0 6.0 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 9 C -2R Project Title.......... GROVES RESIDENCE Date..05/14/02 14:36:24 MICROPAS6 v6.01 File -GROVES Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run -GROVES TITLE 24 1295 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 14 Window .12.0 3.0 4.0 2.0 6.0 n/a. n/a n/a n/a n/a n/a n/a n/a 15 Window 2.0 3.0 4.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a HVAC SYSTEMS Refrigerant . Tested ACOA System Minimum Charge and Duct Duct Duct Manual Duct Type Efficiency Airflow Location R -value Leakage D Eff HOUSE Wall 0.630 AFUE n/a None R-n/a n/a n/a 1.000 NoCooling 10.00 SEER No None R-n/a n/a n/a 1.000 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 1 0.62 30 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Housewrap/Air Infiltration Retarder. This building does not have a cooling system installed. REMARKS yp BY iw `44 ^'f HVAC SIZING Page 10 HVAC Project Title.......... GROVES RESIDENCE Date..05/14/02 14:36:24 Project Address........ ALONZO CT. ******* LOVELOCK, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Building Permit # Paradise Mechanical .5655 Almond Street Plan Check / Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone........... it Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -GROVES Wth-CTZ11S92 Program -HVAC SIZING User#-MP1342 User -Paradise Mechanical Run -GROVES TITLE 24 1295 GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude .......... ........ Winter Outside Design.. .. Winter Inside Design....... Summer Outside Design...... Summer Inside Des.ign....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used....... Latent Load Fraction....... 1080 sf 12060 cf Front Facing PARADISE 2070 39.8 degrees 30 F 0 70 F 13464 99 F 2693 78 F 34 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY Heating Description (Btuh) Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar .................... Infiltration., ................... Internal Gain.......... ........ Ducts............................ Sensible Load .................... Latent Load ...................... Minimum Total Load 180 deg (S) Cooling (Btuh) 5958 2851 3600 1890 n/a 4553 6860 2070 n/a 2100 0 0 16418 13464 n/a 2693 16418 16156 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. Y` S TRUCTU.RAL �~ . C A L C U L A TI O N S ,. R E V I S I O N S N O. 1 F O R'`w. SHERRY GROVES RESIDENCE LOVELOCK ROAD LOVELO CK, CA 95954 MUELLER'S CHRISTMAS FARM 11452 NELSON BAR ROAD YANKEE HILL, CA 95965 F L T ENGINEERING 5790 CLARK ROAD PARADISE, CA 95969 (530) 872-0254 FLU EMOO 1%hyl 10, E C M",JTY8=rRUc7uQ� C�CaLCULAMOO NS CIVIL - STRUCTURAL ®PA d ANTR W DATE: SHEET No. / OF 5 872-0254 FAX '90, CLARK ROAD, PARADISE, CALIlA81 95 R ® �9 C�HgCKED BY: DATE: JOB No. SUBJECT: ` 7,e� /`/l / e- Jt, w=,,tz J "PROJECT: �Z) r C?Z�S /_9 177,4,6- ,,,fox f/Efox 7r z4z't-L Lomas Of "f S'lr��G� �ifr'ylG r ���- /�?67 z,/,sc R C E 32434 Reg. Expires 12-31 -2004 ZUG = /O 'Fy' GL �o 6r%j-us 'DG ;7 llrjl� 6 7,� y LZ• 6 y _ 7Z-,< Q�pF ESS/pN� w No 32 m sf � civi 9lF�F r.AUF��/ 7F (7//2) 9Z- $T, C ;7C,< (2 0.3 - Z�2) S' F L7 E MQ 0 M ECS M � gyp' C4 �y SSU UCTWQQL OIQL�OMLQMOO MB CIVIL •STRUCTURAL ky �L�IA2�9��®�=`:�f.�� _ DATE: SHEET No. V OF(530) 872-0254 (530 87 Q3 ID -5790 CLARK ROAD, PARADISE, CAOpApb CHECKED BY: DATE: JOB No. 04�9,p�tr- ��T�-s � Z� o •a- . G� 6 , D��,� 2 - , to �j zrl-lz efic e , /Dx ll � x ���1`-� �'X / /�►�'x 1, 2 = ��-��.� - o � ,� /Dx�°=,60 �i ✓OISI-� M r " Six ' • ��� /� �".,� � Il'�fl�,��-d'�-�--�"ir� -- 2X � e �Z ��tir� 6 vo r -SAX=,6.7x1--f,e-cA�� tee- IF.Z ZZ 9-, l2 0� cpx l0 9 7r3�/Z�/Z 70 Fel app Z � r G FLU EHOHEEMINTE COU 07RUCWHAL CALCUL%700HS CIVIL •STRUCTURAL CIVIL 872-0254 FA 2 1 '� t�B L DATE: `� �Z SHEET No. '3 OF 93 G OG ARTN��� =5790 CLARK ROAD, PARADISE, CALIF NI 59 CFIECK BY: DATE: JOB No. Zoe f' V S, 2 z of A Ar ''. 21-7 ,jg /Z sv.2 � 2 Aker & S FLCT EMOOMECSQOale BUTTE 04: upcVUH&L CCALCULA700oHS CIVIL • STRUCTURAL DATE: �O`� SHEET No. ` OF f (530) 872-0254 FAX (530) 87BUIL®6 G e � i'. DATE: JOB No. ��• _5790 CLARK ROAD, PARADISE, CALIFORNIA 95 CHECKED BY: '1� 'fc%r/ � 73• d'3 = ,�6 r�i —�- , pdr`=—�� .3� � \ V V977S Ag OC�dtiPoif -770 5 DaoC V '4, 11C 7L, t� FA.-- /—�, Cp /r zip Z /'C e-- 3.D / TD 134-04 c 6' 4 /-cam "CIVIL • STRUCTURAL Bu I G r. "�+ �� � ��T BY. DATE: �� SHEET No. bOF --57 0) 872-0254 FAX )($4,e9!F �y ECKED BY: DATE: JOB No. Zw -5790 CLARK ROAD, PARADISE, CAL ''.y�!!!l��A 9 . 9 {� �D c3 y x /d' F L7 BUTTEQ+� g 6IVIL •STRUCTURAL FAX ��'��!�� BY: DATE: SHEET No. OF .5790) 872-02,54 CLARK ROAD, PARADISE, CAL MED DEFARc E`C�K,ii Y � DATE: JOB No. AP00 /7-Z DIeeiC177,010 �y � /6� �t /Z,c 712 = 2 3�cC-�'J /- V c� f�i� . TDl�•��-,a�-. 14- Zd x Z ¢ _D S/ ,C(.;" 6D&3X ZfC �¢fr !/�irC�J Jl /Z 1e t. D/Z6x Z)I/,3 4-.. 61/26 3 O//?x F.V- 072 0%2 f F7/ zlaX-7- �c-oor- �,� - , Ol/7z (-?-9tvt �4) _, Ira F Ur E M 0 M CSEQD COURUC I MNAL C�QLCMLQVO HO CIVIL • STRUCTURAL �� �� Qz �7 (530) 872-0254 FAX ( 9 1 � DATE. SHEET No. / OF kap I% _5790 CLARK ROAD, PARADISE, CALIFORNI 95969 C}H:: ECKED BY DATE: JOB No. ,ovny k�c — 4" = STX Z = /U.D / 112 (—rr, er2 5c 2, ag)IF 9. 110 -�cx 'V/ a 012 3 x 3 3 /17 - 2,� 6 — � D/r�`x ��` l �/� /, /fix l �3x / 33 K /• 33 -?/Z Z` g/ C)� �z Z9 Com• Z � �4 • ,goLr — � - .� 1/ e7 ¢,cf`_!,% �7i.4/Zlc 1v`7:5/6' Fur IE NOON [EgaLjwih'Tl C e-, CIVIL • STRUCTURAL 872-0254 FAX �j j���99 BY: DATE. SHEET No. � OF 90t530)CLARK ROAD, PARADISE, CAL FSRN18A9959 V C IE KED BY: DATE: JOB No. Z' -r G/ y,s•is. C�o�vr,� 7 6'Z YZ / (76z g rir � �. o� d'•o fir. �/i�.o � �,e ...,Z�G — D. �' ,ar /,ys'� P, 1p 3.77 13r /, /`%' s'Or - .33 U T T E U&Ml OIVIL • STRUCTURALf'iJ- �QZ AP _5790 CLARK ROAD,CALIFORNIA 9 '1530) 872-0254 FAX (53 1 P R PARADISE,.CAL EE[) BDATE: SHEET No. e�OF DATE: - JOB No. Ox' 7 111 '� Zo l-)l�_ ' s 2 .= 3.01 « �,�o` he 2,09 x Ar >> x26.�2 7�Jc, If 26 OUe O F:l`'✓✓ `I\``jF BUILDING SHEAR WALL SCHEDULE - "DELTA" SYMBOL ON PLANS A Y 1. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6/12". 1/2" DIA. A: BOLTS @ 12" o. c. WIDTH PANPS AS NOTED ON PLANS. SEE NOTES "A, B & C" BELOW. 2. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6"/12". 1/2" DIA. A. BOLTS @ 60" o. c., HD2A HOLDOWN ON 2x EDGE ( KING) STUDS W/ SSTB16 A. BOLT TO FOOTING. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A, B, C, D & E" BELOW. 3. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6"/12". SILL PLATE TO RIM JOIST OR BLOCKINGS W/ 16d @ 12" o. c. RIM JOIST OR BLOCKINGS TO FOUNDATION PLATES W/ A35 @ 36" o. c. DIA. A. BOLTS @ 60" o.c. HD2A HOLDOWN ON 2x EDGE ( KING ) STUDS W/ SSTB 16 A. BOLT TO FOOTING. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A, C, D & E" BELOW. 4. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6"/12 2 - 1/2" DIA. A. BOLTS AT EACH PANEL. HD8A HOLDOWN ON 4x EDGE ( KING) STUDS W/ SSTB28 A. BOLT TO FOOTING. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A, B. C, D, & E" BELOW. NOTES: A. CONTINUE WALL SHEATHING OR' SIDING DOWN TO FOUNDATION PLATE. B. CONTINUE WALL SHEATHING UP TO UNDERSIDE OF ROOF SHEATHING OR UPPER LEVEL TOP PLATES. C. ALL A. BOLT WASHERS SHALL BE 2" SQ. x 3/16" THICK. D. EXTEND A. BOLT OF PHD AS REQUIRED BY USING THREADED ROD & COUPLER NUT OF THE SAME DIA. AS THE SSTB. PROVIDE SOLID BLOCKING UNDER EDGE STUDS ALL - ALONG THE ROD. E. USE ONE SIZE GREATER SSTB A. BOLT WITH CONCRETE FOUNDATION PLACED IN TWO POURS. `BUTTE COUNT i -GENERAL STRUCTURAL NOTES 13UILDING DEPARTMENT --I. THE CONTRACTOR SHALL REVIEW ALL SHEETS OF PLANS-A D"VE ALL BI ISIONS AND CONDITIONS AT THE JOB SITE PRIOR TO STARTING OF CONSTRUCTION ( ANY EXCAVATION FOR FOUNDATIONS) AND THE DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES WITH ANY WORK SO INVOLVED. 2. ALL PHASES OF WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST APPLICABLE EDITION OF THE UNIFORM BUILDING CODE, AS REQUIRED FOR CONVENTIONAL LIGHT-FRAME CONSTRUCTION, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SPECIFICALLY NOTED ON PLANS. 3. DETAILS OF CONSTRUCTION NOT FULLY SHOWN ON PLANS SHALL BE OF THE SAME NATURE AS THOSE SHOWN FOR SIMILAR CONDITIONS. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS OF THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE STATE OF CALIFORNIA AND ALL OSHA REQUIREMENTS, AS THEY APPLY TO THIS PROJECT. THE DESIGN ENGINEER AND THE OWNER DO NOT ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND CONSTRUCTION OF ALL FORMS, BRACINGS AND SHORING REQUIRED FOR CONSTRUCTION. 6. THESE PLANS ARE NOT COMPLETE WITHOUT THE STAMP AND WET SIGNATURE OF THE DESIGN ENGINEER, VERIFYING ENGINEERED PORTIONS OF THE STRUCTURE, AND WITHOUT REVIEW AND AN APPROVAL OF THE LOCAL BUILDING OFFICIAL. 7. FOUNDATION DESIGN IS BASED ON ALLOWABLE SOIL BEARING PRESSURE OF 1500 PSF (NO SOILS REPORT). 8. ALL FOUNDATIONS SHALL BEAR ON LEVEL GRADE AND CHANGES IN ELEVATION SHALL BE MADE BY STEPS OF 12" MAX. HEIGHT AND 36" MIN. WIDTH. CONTINUITY OF FOOTING REINFORCING SHALL BE MAINTAINED. 9. ALL SAWN STRUCTURAL MEMBERS AND THEIR FASTENING SHALL CONFORM TO UBC AND SHALL BE OF MINIMUM GRADE D.F. NO.3 AS FOLLOWS, UNLESS NOTED OTHERWISE (U.N.O.): 10. ALL WOOD IN DIRECT CONTACT WITH EARTH OR IN CONTACT WITH. CONCRETE SHALL BE PRESSURE TREATED HEM FIR (MIN.), DOUGLAS FIR OR FOUNDATION GRADE ( CLOSE GRAIN) REDWOOD. 11. PLYWOOD SHEATHING SHALL CONFORM TO APA U.S. PRODUCT STANDARD PS 1-95 AND OSB SHEATHING TO APA U.S. PRODUCT STANDARD PS 2-92. SHEATHING SHALL BE PLACED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS (IN COMPLIANCE WITH TABLE 23 -II -H OF UBC - DIAGRAM CASE 1), U.N.O. 12. WOOD NAILING SHALL BE PROVIDE WITH COMMON WIRE NAILS OF SIZES AND NUMBERS PER TABLE NO. 23-11-B-1 OF UBC EXCEPT WHERE MORE SPECIFIC NAILING IS NOTED ON PLANS. EQUIVALENT CAPACITY FASTENERS APPROVED BY ICBO MAY BE USED. 13. METAL CONNECTORS NOTED ON PLANS ARE AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY. EQUIVALENT CONNECTORS APPROVED BY ICBO MAY BE USED. 14. ALL ANCHOR, LAG AND MACHINE BOLTS SHALL CONFORM TO ASTM A307 REQUIREMENTS FOR UNFINISHED BOLTS. 15. PREDRILL FOR NAILING INTO WOOD MEMBERS AS APPLICABLE TO AVOID SPLITTING AND CRACKING OR USE SELF - DRILLING WOOD SCREWS OF EQUAL CAPACITIES. 16. THE ULTIMATE COMPRESSIVE STRENGTH OF CONC. SHALL BE 2000 PSI MIN. IN 28 DAYS. 17. REINFORCING STEEL SHALL CONFORM TO REQUIREMENTS OF ASTM A615, GRADE 40. 18. SPLICES IN CONTINUOUS REINFORCEMENT SHALL BE 30 BAR DIAMETERS OR 24" MIN. 19.REINFORCING, DOWELS, ANCHOR BOLTS, ANCHORS, ETC. TO BE EMBEDDED INTO CONCRETE SHALL BE SECURELY POSITIONED BEFORE PLACING OF CONCRETE. existing ferice ' ' 360.86' - ...... ...... _._ .........................._.—._ _._._._. _._._._._._.-----._._.— —•-- VER 1.0 29Always refer to the latest Version i 240' r of the building plans as indicated LL - in - . the lower left comer of each page.56 �. a RE V ISI❑NS n a m i - under ground Proposed well— � ,- L U E i/power utilities - a -----_-- n I = Ut N W 117 i 120' U ^ driveway • )l S` _a a Y m . ( Z M I -CU ^ \ - aseptic tank Sherr •y , G r o V e s to r __�tbank ❑ 17163 Skyway M under ground - ------ _tight line 0 phone line to leach field - P ❑ :BOX 7 Q, YCi 115' - Stirling -.City- 95978 c •�---------••-------......--- - Phone: 873-0434... i proposed leach field � � at natural grade U I I AP# 056 034 007. 'Qj J I d f *. I s Permit ##- - i• Builder to provide 100' setback for ' '.'y, -... • I leads feild from al we •- - �+���� H�LiN • lls "oI ,1. c • a1. OI t dUN 1 8 2002 _.. _ -1 Ln APPROVED . In >, • =` ; (ailt Butte County n, �p • ::�vi nmental Health U. The Ideas, Drawings,nnd Designs d r p in I �\ ore the exclusive property of K �,e s Christmas Farm and shall not b __ ----------------------------------------J ecp.d to a I — Alonzo Court reproduced with prior writte p by I — Karen Mueller's en Mueller's Christmns I I I N ___-----------------------------------'----- l ature -u 260.12' . +1 • I I 107.26' , This plan is designed and created by the owner and is for references to building style i a • and locations only. Builder to provide construction techniques that comply with local codes and ordinances. Karen Mueller's Christmas Farm is only providing house plan drafting and liability is therefore limited to the drafting of said plan. City, county; state codes i and ordinances SCALE: V 5' Ownerlbuilder to verify plans for conformity Proposed septic and leach - to all codes and ordinances prior to construction. field system for three bedroom • Living Space Floor area: 1080 sq ft single family dwelling. Covered Porch area: 16 s ft qSheet No. Des -Zan b Sheri C�I'ro yesz.� 1 .s V e r, 1.0 RuildAr to nhCAn/A Al Angmpniq anti MVPnantC tr, ell -4.,:I:..- -r.4 F..,.,L•, l J I 1 I n a F'. 4 Owner/builder to comp' with California energy; calculations, C 'see. calcs provided b -y R,A, Mangrum Paradise Mechanical) 5 • NOTE: � A - � � _ • - . .... ',, ,• APPROVED - Provide one bedroom window per bedroom per bedroom with minimum open dimensions at • 24" high, 20" wide, 6.7 square ft area and a maximum 44" sill height. Also note; all windows shall have a minimum 18" from the floor to bottom window sill unless marked as safety glass. All windows greatdr than 9,square feet must have safety glazing and be marked. 2 n 0 f' l o o r Butte county . EWFO HeatthZ y w 3 ' Provide -one bedroom window per bedroo bedroom with minimum open dimensions a ij Inature 24" high, 20" wide, 6.7 square ft. area and a maximum 44".sill height. ALL WINDOWS TO MEET OR EXCEED CALIFORNIA ENERGY CODES r J' LL_ 1�,,11Vgy�pp •y - W1 d d i U U7 • Ln R d v _ d m see minimum bedroom exit notes S c m o, ©�]PJ��Y�J��1• '� ENV'R ' - fU > 117 C5 .. - maintain 4' min from , comer to window • maintain 4' min from comer towindow .. JUN' "�6 • �9 \ • i W 2 w i \ _ . 1111111111111111,®-� maintain 4' min from �y comer to window 4o at Wd. hese o maimain 4' min from t comer to window + CHICG ^ �s qq r b+ai�i;9 j i tl l/i + _♦' ' W � . + •11ig9 wmw se•.e smell p. mriMemrmWm OO a LaunCly roan 18'MOng f _ ' 't • • i.e...mee... uP W 1 ,m,rl emmae. cx.roK. `n.wwme..m. n eye - egh • - O � _ �"'N � • ._ • P.M.-d"glerkw --- rorea,dwglasy 02 .. D 3 + + 1 • .Par must be m7ke0Porch - D 1 D 4 Porch } • � ' n fat floor f(getoNlm�n /vo w 1Vt (IV, `i - W 1 W 644t El 4 - . Great Room ' than celMa � 4' from + is.t Poor maintain min comer to window/ maintain 4' min from W t W6 comer to window r • maintain 4' min from maintain 4' min from ' comer to window comer to window 1 71 ver. 1.1 VV 1 n d o VV C Q No Scale this -s Rage ALL WINDOWS TO MEET OR EXCEED CALIFORNIA ENERGY CODES r J' LL_ d d i U U7 • Ln R d v _ d m see minimum bedroom exit notes S c m o, ©�]PJ��Y�J��1• c v -Y . a z c o - fU > 117 C5 1111111111111111,®-� 11111111111■-®- ALL WINDOWS TO MEET OR EXCEED CALIFORNIA ENERGY CODES Sheet No. { o oF: 12 J' LL_ d d i U U7 • Ln R d v _ d m S c m o, U c v -Y . a z c o - fU > 117 C5 Sheet No. { o oF: 12 This plan is designed and created by the owner and is for references to building style, Provide one bedroom window and locations only. Builder to provide construction techniques .that comply with local per bedroom codes and ordinances. Karen Mueller's Christmas Farm is only providing house plan with minirrulm open dimensions drafting and liability Is therefore limited to the drafting of said plan. of. 24" high, 20" wide, 6.7 s ft. g fY g area, and 44" maximum sill hgt. 30 Gal water heater, gas, min 1g" above door, provide provide Underground power earth quake straps, P!r valve discharge; vent to outside - maintain 4' min from 5b Section A w f and phone (meter base lacation) 5b _ O - . comer to window r see page 6 maintain 4 min from ` I O -------- -•-- .................- ... .............. �oio�-�:- comer to window 112 CDX _ ` plywood sheathingI j 0 this entire wall both s' plumbing wall Laundry room floors Elated Wood stove 8' ceiling . Install per manufaturer and/or O see brace wall notes county code ownerlbulhter ' 0 Installed UP� washer and dryer Page g . provide adequate clearance - clearance wttype A due ( Bath' . r • O O 8' ceiling ° maintain 3" clearance for post :base from edge of porch -------- - Provide safety glazing . - . _ .. _ for any door glass, M° } pane must"be marked I - , „ door and window headers ` _ 4 8 71 /4 to be6"X12" Porch------ • ` D.F. # 2 or btr - L • - .... _ - - - - Porch 24' - 101/2" i 00ROVED SEE DETAILS - utte County Porch headers to be 4" X 10" ' I provide smoke detector Kitchen nmetltal Heal@I D.F. # 2 or trtr locate and type per c°de, 8' ceili hardwired per UBC 310.8 ng Porch Posts to be : - I hatierybukup see framing ' lan at 4X4 DF #2 or better 12' c _ page 12 ig ature Use Simpson EPC 44 I v, eat ROOM post caps I vault ceiling ' see engineering notes Use Simpson SC40 fo-r post anchors maintain 4' min frim comer to window' ' 1 ----- E k -:::�-- ------------ IRONIVIENTAL HEALTH to septic system _ y Section A SMOKE DETECTORS . 5b " ..JUN 1, 8 2002 � seepage 6 5b • 5b y maintain 4' min from provide smoke detector locate and type per code, CHICO, CALIFORNIA30' rx comer to.window hardwUed per UBC 310.8 battery backup provide at. - , hall and each bedroom 2Xe 9:)IF studs at 16'• OC for al/ ext. wads Provide one bedroom window per bedroom per bedroom with minimum open dimensions at Floor area. 1080 sq ft 24" high, 20" wide, 6.7 -square ft. area and a - maximum 44" sill height. Covered Porch area. 16 sq ft ver. 1.1 1st Floor Plan, CSeepa9 e 10.4,- 7,4 •�1dcy) s c a l e : 1/4°=1' • us1. e printed dimensions when given LA v C5 o O' LEn .Q L U U7 41 01 1 Ln ° ca y ' oc = M LA o to tn Q, N Y f f U ° z C o d M TN T I(1 • ' Ln Ln I L) I I • r 4' I 'd , 0I F 0 1 " 0I OU I. of j1 � �•?� ¢1 01 I J I C3 I a V) I - •� U1 Q v 1 U v . � Ln £ _ CL i dI LL. I Q Sheet No. , of: 12 Builder to provide 125 setback for leach field from all wells I i • F, P.e SZ ver, 2.1 existing fence 360.x' VER 2.1 Always refer to the latest version - -: - -------- of the building plans as indicated In the lower left comer of each page. ED BY IRE DEPT. (FORESTRY ubmitted conditions let. D te. `� as 13UTTE COUNTY WILDING DEPARTMENT APPROVED ; �� Q ` S INCLUDING Sherry Grove,: s =` ALL STRUCTURES ANCLEAR Eo� AL EASEMENTS. 17163 Skyway T c ��e t C,�c-C-S OVERHANGS SHALL� P 0 B o x 2 7 �. FT. �F"i®11�I Ti-tE SIDE �+Il.® 5gtvoa rAe,t cP'' w5 A SEr BASK �� �-_-� Stirling City 95978 FROM TRE REAR PROPE't Y LS�L BE p (Z� S tit c -t i Cato C-�"` D� �' FT. I- .� —"' � F1`. FROM TH THE RC -0 � FNT EXCEPT Phone: 873-0434 CLEOIUIL *.M � kS OF B vl�oVERt-ANG. - - ®RA2FT. --------------- -----------------------J \ --- --- 260.12' t 107.26' l General Notes 1. All work on this project shall conform to the adopted editions of the UBC, UMC, NEC, UPC and any other applicable county and/or city codes and ordinances. Owner/builder to verify plans conform to ail codes and ordinates prior to construction: 2. Always use the written dimensions where given rather than scale to drawing. 3: The contractor shall verify the site conditions and their correaltions to these plans. 4. The drawings represent the finished structure. Unless otherwise indicated, they do not indicate the method of construction 5. All hose bibs must have an anti -backflow device installed. Builder to observe all easments and covenants Builder to adhere to all property line set backs -k. AP# 056 #34'0- 007 Permit # Living Space Floor area: 1080 sq_ft Covered Porch area: 16 sq ft } An approved set of plans pnd sp ecifications MUST be kept on the job a all time and it is unlawFuI to make any changes or allterations on the approved plans without written permission from the county office of Public Works. Plot P (a el 240' CC== 56 Q_ UC n� under ground Proposed well REO/IE�I ------------- /power utilities __ BUTTE CO. --- CALIF. DEPT. L N ............................ driveway 12U approved as �� a �d .. _ .. ..... _ _ - - approved vvi U _ . _ . _ . - - - septic tank per attach d 0� underground ` `- - embank - — - - — - tight line to leach field -- -�- signature ru phone line _ <I oI 115 ........................... - Ln �` .......................... - leach field at natural grade J rv6NTS -1> rluc Wrq\we - U - � VER 2.1 Always refer to the latest version - -: - -------- of the building plans as indicated In the lower left comer of each page. ED BY IRE DEPT. (FORESTRY ubmitted conditions let. D te. `� as 13UTTE COUNTY WILDING DEPARTMENT APPROVED ; �� Q ` S INCLUDING Sherry Grove,: s =` ALL STRUCTURES ANCLEAR Eo� AL EASEMENTS. 17163 Skyway T c ��e t C,�c-C-S OVERHANGS SHALL� P 0 B o x 2 7 �. FT. �F"i®11�I Ti-tE SIDE �+Il.® 5gtvoa rAe,t cP'' w5 A SEr BASK �� �-_-� Stirling City 95978 FROM TRE REAR PROPE't Y LS�L BE p (Z� S tit c -t i Cato C-�"` D� �' FT. I- .� —"' � F1`. FROM TH THE RC -0 � FNT EXCEPT Phone: 873-0434 CLEOIUIL *.M � kS OF B vl�oVERt-ANG. - - ®RA2FT. --------------- -----------------------J \ --- --- 260.12' t 107.26' l General Notes 1. All work on this project shall conform to the adopted editions of the UBC, UMC, NEC, UPC and any other applicable county and/or city codes and ordinances. Owner/builder to verify plans conform to ail codes and ordinates prior to construction: 2. Always use the written dimensions where given rather than scale to drawing. 3: The contractor shall verify the site conditions and their correaltions to these plans. 4. The drawings represent the finished structure. Unless otherwise indicated, they do not indicate the method of construction 5. All hose bibs must have an anti -backflow device installed. Builder to observe all easments and covenants Builder to adhere to all property line set backs -k. AP# 056 #34'0- 007 Permit # Living Space Floor area: 1080 sq_ft Covered Porch area: 16 sq ft } An approved set of plans pnd sp ecifications MUST be kept on the job a all time and it is unlawFuI to make any changes or allterations on the approved plans without written permission from the county office of Public Works. Plot P (a el Sheet No. 1 OF: 12 A r r- I' Q_ UC n� 6 - +> Q O+ L N U 11) �� a �d =' SN N U N a N o 0� U d Z X c o ru > <I oI Ln .3 Sheet No. 1 OF: 12 A r r- I' Q_ UC - +> �(A UI U of 0� N� C �I ;I <I oI Ln U � I I - I U ' 9- L L -£ S d I N �I I 0) I in Sheet No. 1 OF: 12 A r r- General Notes 1. All work on this project shall conform to the adopted editions of the UBC, UMC, NEC, UPC, and any other applicable county and/or city codes and ordinances. 2. Always use the written dimensions where given rather than scale to drawing. 3, The contractor shall verify the site conditions and their corredtions to these plans, 4. The drawings represent the finished structure. Unless otherwise indicated, they do not indicate the method of construction. 5. All hose bibs rust have an anti -backflow device installed, ?rou I rovidc Class C min. r0e 3tab comp shingles Provide facla type gutters Provide 24 Barge rafters This plan is designed and created by the owner and is for references to building style and locations only. Builder to provide construction techniques that comply with local codes and ordinances. Karen Mueller's Christmas Farm is only providing house plan drafting and liability is therefore limited to the drafting of said plan. Provide vents at ---'_� 1 sq ft per 300 sq ft of attic floor area (2.5 sq f t Min) Provide facia type gutters Provide 24 Barge rafters Provide 1X4 cedar trim ext finish: bevel siding 2-W King Studs w/A34 anchor at each end 2X6 O #3 studs ``W12" O.C. sound wall o ly� ver, 2.5 w1A334 anchor Provide drainage for up hill side finish grade max step 8" Provide spark arrestor also provide min. chimney height of T higher than any combustible material within 10' w/A34 anchor finish grade' w/A34 anchor max step 8" on 24' 0" Sou1h FZevata'orz • 12 Provide Class C min. 3 tab comp shingles 2nd floor dine Urn Provide sops arm rats per clews on page 41 elevation d porch from flash cede excM Ir _ _ _ _ 2nd floor rine _ _ _ provide tempered glass this window finish grade ext finish: bevel siding real( step 8" Illest �'le va t Z o n 30' 96 Provide 6X8 headers aC all openings TME ENGINEERS SEAL AND SIGNATURE QN'THES4 DOCUMENTS PERTAIN TO THE ITEMS AS OUTLINE[ IN THE . STRUCTURAL CALCULATIONS ONLY CONSTRUCTION DETAILS AND ASSEMBLIES NO1 SPECIFICALLY DETAILED ON THE APPROVE[ DRAWINGS ARE THE SOLE RESPONSIBILITY Of THE BUILDER. STRUCTURAL CHANGES REQUIRE REVIEW AND, APPROVAL BY THE ENGINEER RCE 32434 BUTTE COUNTY 12e 3g. Expires 2004 BUILDING D.EPA 'N 4- City, county, state R 0 V yl3l02 and ordinances Ownerl'builder to verify plans for conformity tD all codes and ordinances prior to construction. roves sca le- 1/8" = 1' E LL. U d a o Q �Q Ln C, _ a o d 04 = Ln _ 'D a. M O V] U ° z o 0 ((�� (4-- 6 M LoLo I I U I I I � 1 d L }� 31 (� of 1 U1 Y UI 01 0'I N1 p,1 LI >1 01 01 I JI o; a Lo - U 7Z5 Lr) a I N N U o c 4� E LA i CD 0 � I 6 1 LL- c of Sheet No. 2 of, 13 Provide vent. at 1 sq ft per 300 sq ft of attic f loor area (MIN. size 2.5 sq f t) Provide spark arrestor. also provide min. chimney height of 2' higher than any combustible material within 10' a Provide 1X4 cedar trim Provide facia type gutters Provide 2X6 Barge rafters provide landing minimum 3' wide and Tin the direction of travel max step 8" ftA Steps and ral's per dulls on page 61 *v*n d porch from finish grade exceeds it post anchors to be 3" minimum \ from edges of concrete 1r provide drainage for up hill side ------------------2nd floor line _ 1111 lolls) 1111 loss 1111 loll ,Ex.B t��•��s e l�J�yoo�vs 30'0" Zasl ZlevalZon Provide spark arrestor also provide min. chimney height of 2' higher than any combustible material within 10' 12 7 12 provide -6X1=2 DF header at this door rove 6X6,DF/I _ #3 &-b& hanW'or uAnr'num --- 2nd floor line ----- --- --- 941 & Fir Provide one bedroom window per bedroom per rM bedroom with minimum open dimensions at ext finish bevel siding 1 1 24" high, 20" wide, 63 square ft. area and a V maximum 44" sill height. ver. 2.5 provide landing minanum 3' wide and Tin the direction of travel max step 8" finish grade ---- provide provide drainage ditch @12' see plot plan (pagel) for location City, county, state codes and ordinances Owner/builder to verify plans for conformity W all codes and ordinances prior to construction. BUTTECOUNTY W o. 32 BUILDING DEPARTMENT � �, . APP sf9lC'v► FOf CA This plan is designed and created by the owner and is for references to building style and locations only. Builder to provide construction techniques that comply with local codes and ordinances. Karen Mueller's Christmas Farm is only providing house plan 24191 drafting and liability is therefore limited to the drafting of said plan. F, leval260 n 5 C a le % 1/8`=1' Sheet No. 3 o`: 13 Provide facia type gutters C5 Provide 2x6 Barge rafters 1L- Ul ) d 0 �J J v ° o a M E .}.> Q L U 6 m N LO d -Q�=D G] _ N 1 +> S r a, N " 'n Q,o O C FL Z 0 o T N > � Uj v provide landing minimum 3' wide d and 3' In the direction of travel Mb6e#ft @ windows provide landing minanum 3' wide and Tin the direction of travel max step 8" finish grade ---- provide provide drainage ditch @12' see plot plan (pagel) for location City, county, state codes and ordinances Owner/builder to verify plans for conformity W all codes and ordinances prior to construction. BUTTECOUNTY W o. 32 BUILDING DEPARTMENT � �, . APP sf9lC'v► FOf CA This plan is designed and created by the owner and is for references to building style and locations only. Builder to provide construction techniques that comply with local codes and ordinances. Karen Mueller's Christmas Farm is only providing house plan 24191 drafting and liability is therefore limited to the drafting of said plan. F, leval260 n 5 C a le % 1/8`=1' Sheet No. 3 o`: 13 1 Concrete Pour: Maintain 3" for post base to edge E 1 st Pour.... footings and stem walls for living space of p"ch > L Use SimpsaInand stem walls for landings at front and rear doors 13C40� 12' 0 12' 0" h � Porc�''j'�af deck , ' Ln Ln I =mM maintain 3" clearance for post base' S 0 a n Lo from edge of porch tYp. U ° Z ^ SSTB76 SSTB16 I SSTB16 - o ti >- 0 --- ------ --- ------ –� Ln Q �--- -----I I-----------� III i iMan 24'0" 9'4-14' i i i i !–�•— 12'0 I I Provide 24'X 24" min I I opening,o crawl space I I . wcde In specified I I provide 6" stem walls I F I L I i maximum height of 32" I provide 2x6 PT finish grade finish grade / sill plates ¢ I I Provide 24" min 1 I• I I I I I I \ 24" nein crawl space tYp• reinf I I crawl space I I # 4 bar o, A T I I _SSTB16 i. 1V � 30' 0"2"2 I I d – � i� I I 1 + 1 r I I wn44 can a t4 @ 24- ojc / 8 xf r Lon bo" pad _ _ I I I -6 a I transverse \ footings shall be minimum - o Y i r_---- 12"wide Xl2"thick Wi o1 1 11 I I I I i f — I I 1 _ Bottoms of footings 01 �. I I I I I I I t Section A to be 12" below undisturbed N I > I t I I I- III I I g natural grade o 1 ° 1 I i I I I i See this PA4e L–J I III 10' F-- J i. I i SeCtlOUI A I. See this p8ge LnU see this page u1 0� -----------J �-----------j I Q` T I 8 TB28 BUTTE COUNTY` v o ssTB28 12"x�r' footing 6" sten, oval BUILDING DEPARTMENT w/ 244 bar cont. top and bottom � +� APPROVE® Q�afESS ,Ln L O�,75 TyG��e% I W o. 324 4 rM c 24' 0 J CIVIL �Q' d c� 1 L, - OF use 1 /2 by 10 ,foundation - o Q� I "anchor" bolts every 6�, U.N.O. Place bolts within 12" of the corners and ends of treated silt Sheet No. lit use 2X2X3/16 square cut washers �0U t -7 A 00 pL/A IV L 4 of: 3 vier, 2;5S Q l C> 1/8°=1' use -printed dimensions when given 13. Provide one bedroom window per bedroom with minimum open dimensions of 24" high, 20" wide, 6.7 sq. fL area, and "- maximum sill hgt. N- 3/8" CDX C Ahrwood sheathing 5' a' entire exterior, both floors 00%S see brace wall notes page 9 maintain 3" clearance for post base from edge of porch SEE DETAILS Porch headers to be 4" X 10" ' D.F.#3orbtr Porch Posts to be 4X4 DF #3 or better Use Simpson EPC 44 post caps Use Simpson BC40 for post anchors 5' 0" ------------ to septic system Section A see page 6 66" 0 i ' — r- i \ Usted wood slava I - Instali per manufaturer and/or county code owneribunder Installed provide adequate clearance ! clearance wAM A flue 1 Provide safety glazing for any door glass, pane must be marked I 1 This plan is designed and created by the owner and is for references to building style and locations only. Builder to provide construction techniques that comply with local codes and ordinances. Karen Mueller's Christmas Farm is only providing house plan drafting and liability is therefore limited to the drafting of said plan. . 30 tial water heater, gas, min W above floor, provide provide underground power cam quake straps, Prr valva discha f p, vent to outside and phone (meter base lacation) 1 6' 1 .....1_". 7 4 6 2X6 frame plumbing wall Laundry room ,4' 6" O8' ceiling - DP washer and dryer t -- Bath 8' ceiling O O ----------- U1 meX 8' 10- 3/4L-- provide smoke defector kxete and type per code, budwhed per UBC 5109 battery backup ceBlog location witlHn 3r of bedroom entry 1 Great Room vault ceiling see engineering notes 1 2- 2X6 King Studs typ. 2 story walls 12' 9' 1 1/4" Bearing Walls Kitchen 8' ceiling N Porch see framing plan page 12 10'6'1 24' Q�pF ESS/0'V CD NO. 3 r^ Cl jFOF Y 14 _ .. _ ... 1 .. .... ..... . .... .... .. _ . ...... .. ... _ 1 n 1 n 6 6 Section A 14 0 SMOKE DETECTORS See page 6 ►avid sluclt 2x1:)'F=1:)'F=6 = Studs 6" mt 1OC ala Tor ll x*_ wens e. 25 1st Floor Plan p e e detector locate and type par code, hardwired per UBC 310.8 30battery backup provide at haH and each bedroom -z�- 1st Floor area: 720 sq ft Covered Porch area: 16 sq ft (see page 10 for 2nd floor) s -e 0,l e 1/,4'=1' use printed dimensions when given ;_ LL - Ul V) z d o �a 17 o` am O =Ln 1 C 2 O M S , C O W in U') T w a, C U a Y z1b c o a r7 4- N Q Sheet No. 5 of: 13 3{8" CDX V.ee brace vapor barrier bevel s u DETAIL 1A NOTE: All materials sr workmanship shall be in Energy Notes accordance with recognized good practices 1. All Windows to conform With Califonia codes and en efficiency. 2x6 Frame and of a quality prescribed for the specified energy y' DF #2 or btr use In the Uniform Building, Plumbing, S All county codes and ratings t0 apply. 2 V Mechanical Codes and the National Electric) code. llhlls t0 have R 19 insullation, R 30 in ceilings. 3. Caulk all exterior joints and penetrations. Use mastic under sills. 4. Attic ventilation to be provided at a rate of 1/300 for the ventilated area. This plan is designed and created by the owner and is for references to building style R-19 and locations only. Builder to provide construction techniques that comply with local Insulation codes and ordinances. Karen Mueller's Christmas Farm is only providing house plan drafting and liability is therefore limited to the drafting of said plan. STEPS Rai Is 1/2" gypsum 9" min. run Guard rails requirevertkals spaced to prevent passageof a 4" sphere, ora 6" sphere at the riserltread/rail'dangle'. board 8" max. rise UBC 1006.10 min. height of any guard rails to be 36+" note: hand rails on interior stairs continuous between floors Run measured toe to toe. SEE DETAIL A, PAGE T 118" max. tolerance between largest & smallest riseirun. O RpFESS/p l L. T yG W t GENERAL STRUCTURAL NOTES OF An approved set of plans and specifications MUST be kept n the ob at all times and it The (dens, exclusive prop Designs depicted herein is unlawful to make anV changes or alterations are the exclusive property of Karen Mueller's Christmas Farm and shall not be copied or on the approved plans without Wrritten permission reproduced without prior written permission of Karen Mueller's Christmas Form. Copyright by from the county office of Public Works. Karen Mueller's Christmas Farm. 1.THE CONTRACTOR SHALL REVIEW ALL SHEETS OF PLANSiINB:MESI� DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO STARTING OF CONSTRUCTION (ANY EXCAVATION FOR FOUNDATIONS)AND THE DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES.WITH ANY WORK 80 INVOLVED. 2.ALL PHASES OF WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST APPLICABLE EDITION OF THE UNIFORM BUILDING CODE, AS REQUIRED FOR CONVENTIONAL LIGHT -FRAME CONSTRUCTION, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SPECIFICALLY NOTED ON PLANS. 3.DETAIL.S OF CONSTRUCTION NOT FULLY SHOWN ON PLANS SHALL BE OF THE SAME NATURE AS THOSE SHOWN FOR SIMILAR CONDITIONS. 4.IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS OF THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE STATE OF CALIFOP A AND ALLOSHA REQUIREMENTS, AS THEY APPLY TO THIS PROJECT. THE DESIGN ENGINEER AND THE OWNER DO NOT ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS. 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND CONSTRUCTION OF ALL FORMS, BRACINGS AND SHORING REQUIRED FOR CONSTRUCTION. 6.THESE PLANS ARE NOT COMPLETE WITHOUT THE STAMP AND WETSIGNATURE OF THE DESIGN ENGINEER, VERIFYING ENGINEERED PORTIONS OF THE STRUCTURE, AND WITHOUT REVIEW AND AN APPROVAL OF THE LOCAL BUILDING OFFICIAL. 7.FOUNDATION DESIGN IS BASED ON ALLOWABLE SOIL BEARING PRESSURE OF 1500 PSF (NO SOILS REPORT). 8.ALL FOUNDATIONS SHALL BEAR ON LEVEL GRADE AND CHANGES IN ELEVATION SHALL BE MADE BY STEPS OF 12" MAX. HEIGHT AND 36 MIN. WIDTH. CONTINUITY OF FOOTING REINFORCING SHALL BE MAINTAINED. 9ALL SAWN STRUCTURAL MEMBERS AND THEIR FASTENING SHALL CONFORM TO UBC AND SHALL BE OF D. F. # 3 GRADE MIN. 10.ALL WOOD IN DIRECT CONTACT WITH EARTH OR IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED HEM FIR OR FOUNDATION GRADE (CLOSE GRAIN REDWOOD. 11.PLYWOOD SHEATHING SHALL CONFORM TO APA U.S. PRODUCT STANDARD PS 1-95 AND OSB SHEATHING TO APA U.S. PRODUCT STANDARD PS 2.32. SHEATHING SHALL BE PLACED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS ON COMPLIANCE NTH TABLE 23,4141 OF UBC -DIAGRAM CASE 1), UNLESS NOTED OTHERWISE. 12.WOOD NAILING SHALL BE PROVIDE WITH COMMON WIRE NAILS OF SIZES AND NUMBERS PER TABLE NO. 23-11-134 OF UBC EXCEPT WHERE MORE SPECIFIC NAILING IS NOTED ON PIANS. EQUIVALENT CAPACITY FASTENERS APPROVED BY ICBO MAY BE USED. 13.METAL CONNECTORS NOTED ON PLANS ARE AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY. EQUIVALENT CONNECTORS APPROVED BY ICBO MAY BE USED. 14ALL ANCHOR, LAG AND MACHINE BOLTS SHALL CONFORM TO ASTM A307 REQUIREMENTS FOR UNFINISHED BOLTS. IS PREDRILL FOR NAILING INTO WOOD MEMBERS AS APPLICABLE TO AVOID SPLITTING AND CRACKING OR USE SELF -DRILLING WOOD SCREWS OF EQUAL CAPACITIES. 16.THE ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 2000 PS1 MIN. IN 28 DAYS. 17.REINFORCING STEEL SHALL CONFORM TO REQUIREMENTS OF ASTM A615, GRADE 40. 18.SPLICES IN CONTINUOUS REINFORCEMENT SHALL BE 30 BAR DIAMETERS OR 24" MIN. •19.REINFORONG, DOWELS, ANCHOR BOLTS, ANCHORS, ETC. TO BE EMBEDDED INTO CONCRETE . SHALL BE SECURELY POSITIONED BEFORE PLACING OF CONCRETE. ver. 2.5 Provide adequate clearance and provide Type A Flue. isee chlrnaey rte on elevallom) Provide Class C roofing pro2x4 brace material (min.) 202 rafters 12 \ 24" o.c. 7 r — insulation R-30 Attic access and ventilation per UBC. Provide attic access min. 22430 4X8DF3&btr beams @ 32" OC see eave detail pages 13 CONT. WALL ceiling nount errrcioe detector 2x12 DF�__ rim foist see detail to 8'ceiling this page see �p & rail notes o is page 2X12 Rim joist PTsill� see roof specs provided by engineer 4 ridge rafter 1X DF deck grade Hall with Bd nails 1 nal? every 2" at beams 2' over hang 8X18 Beam\' DF3&btror 8X12 #1 DF _6x6 DF 92 &btr post Provide 4X12Ill joists 30" O.C. rr GYPSW over ZO frentng lyre trz"GYPsunrorer 2x6 Frame -- #4 bar cont Ito bar cont firti grade 2 each.... finish grade - 12' -+ bottom of footings to rest 12' min. below1 undisturbed natural sol 24191 Section A 2 over hang —4 T0' wo \ provide 2x12 DF rirn joist provide 2x6 DF 8, �„ Stud grade studs -R 19 insulation 2X12 Rim joist \ finish grade Ul d o (-fi- CJT +> a M i U in V7 t I --tr o atr) s c T 01 dam U z c o o_o C �-i-- r) iv r u� ' o V 1 P I W I QI I U l I I I � I d 4� LI M Of Yl UI UI l _OI OI NI. NI >I O OI OI JI I J. I +� In U Ul 0� N 0,11 L U) � I Q CU CD n, xt U N E: L U) W N o- 0 T o LL- � I d tai OI I N I O) D- < Sheet No. 6 oF, 13 J 2X6 rail 4X4 posts G� 4'0" O.C. max a 2-1/2"M. BOLTS TO 4x12 FLOOR BEAML I11EL n r o c roof pitch 7/12 Q` 2.. a o r7 In DETAIL use 2x12 barge 2X4 Barge outriggers rafters@ 24" OC 2X4 barge outriggers @ 24" CC roof :framing scale. 118-=I* use printed dimensions when given U� I Q) BUTTE COUN;Tpf Pro99 2x4 DF BUILDING D.., out riggers 2' meter to % OWN- 411 i � e r'r. ; 3 . oeMer I -U L) p PPH of NI N I > I 01 JI 2rovide2x14DF Bears & post placement ¢' idge rafter o )race at 24" iMervals f o r vault c e i l i n g tov V1 011 Qi Q-1 i Ln roof stteathirig t0 be 1/2" CDX W8d 41X'8 beams ¢ ICU @6" O.C. EDGESIDe►BeC. A I ; I ; ; ; o = & 12" O.C. FIEFi;—w Inaft I { I ; ; 2#7d floor Providen _a•Otgc access u I I I 1 I ' r,_. 2W (bed�ooml ,11{1 i W1,, LLAJ 1 1 1 I I t pro @ � ^, c fir.^ti U VJ L I I 1 I 1 1 I I I I !=ft 6x6 �Q) 1 1 1 I 1 1 1 1 1 I W 0 I I 1 I I 1 I 1 I n/ I I I 7,1 �y,/p6 (12 DFS2 or Wr ; ; 8X18 # 3DF or FESS/pGreat Room ; ; 8X12#1DF d ea1ee e.lol. p l se..l------ 110-1 I I , 1 1 1 , ' T -T 1 1 I I I I 12 Wo.—ft now � I I� 32 4 CCL CIVI1. Q` ' i i ' 9fFOF CAO sheet No. tZ 0" 15' W 7 art 13 10X1/2" "L" bolt maintain 2A" min clearance =2x2x311 washer from bottom of floor joist — �1-- — to soil £ .• maeftin 6" Ci clearance to floor joist finish grade Ln d ° co _ 04 bar cont. £ LO maintain 24" 'N N O •LO V 6" stem wall chranoe to provide flashing Q m = �, - finish grade BC40 between rim FLOOR - - — i ` o Ln 12 in ZM1 observe 3" joist & concrete s a � s �, : edge clearance YGprJc. s'� " Z C � 0 v 7" max ste visqueen \ P d #4 bar cont. 12' min Native 801 ax / `rim joist �- D --- ---- --- soil 2x P.T. plate finish rade 6" stem wall U keep 6" clearance from 9 .. - 1 /2 L bolts, Q � natural soil to top of stem wall . 1211 min on the exterior #4 bar cont. =E {. 1 compact fill BUTTE COU ' V A. BUILDING DE � . M� #4 bar cont. 3typ. A .P P ' LJ' s"--I 12" min �� - N ° footing (see detail) bottom to ° rest 12" into undisturbed natural soil a i Porch/ 4" slab detail 4 LAL LO z CD NOTE: use minimum of 2 each 5/8X10" bolts on interior brace panels L L Q�pUSS/pQ) n, l Bottom of footings to `�``��* J' t rest 12" min. below I W `�No. 2 `n irn £ p' NOTE.. these are engineered plans undisturbed natural soil.' Iz ical buildin practices ma 1/2••x10•• AB bolts 2x2x3/16 square cut washers �F�F CAUF��� not always apply. Always refer to. the plans. 6' OC, 12�' from ends Sheet No. ver, 2.5 • . Foundation Details TYP footings of.. 13 Y.. Exterior Walls ir 2x6 studs@ 16" O.C. w(2) 2x6 top plates 2x6 bottom plate, p.t. when in contact with concrete. 1/21, GYP BRE) interior. R 19 insulation BEVEL SIDING OVER 3/8" CDX SHEATHING Use Tyvek or.similar house wrap moisture barrier t" 2x6 DF #3&BTR WALL STUDS 16" O. C. FOR. WALLS USE 6X12 (6x6 min) DOOR AND WINDOW HEADERS ON EXTERNAL WALLS U.N.O. USE 2X4 FRAMING FOR INTERNAL WALLS EXCEPT AS NOTED v Porch header shall be 4X1 O DF #2 & btr. R 19 INSULATION IN WALLS SHEAR WALL SCHEDULE-"DELTA'SYMBOL ON PLANS 1.3/8,v p OR PLYWOOD CDX WITH 8d - 6/17. 112" DIA. A. BOLTS - 72"o.c. WIDTH OF PANELS ASTNOTED ON PLANS. SEE NOTES" A, B & C' BELOW. 2.3/8" OSB OR PLYWOOD CDX WITH 8d - 6" /IZ. 1/2" DIA. A. BOLTS - Wo.c., HD2A HOLDOWN ON 2x EDGE (KING) STUDS W/ SSTB16 A. BOLT TO FOOTING. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES 'A B. C, D & E" BELOW. 3.3/8" OSB OR PLYWOOD CDX WITH 8d - 6717. SILL PLATE TO RIM JOIST OR BLOCKINGS W/ 16d c@ 17o.c. RIM JOIST OR BLOCIQNGS TO FOUNDATION PLATES W/ A35 - 36b.c. DIA. A. BOLTS - Wo.c. HD2A HOLDOWN ON 2x EDGE QQNG) STUDS W/ SSTB16 A. BOLT TO FOOTING. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES 'A C, D & F BELOW. -OSB OR PLYWOOD CDX WITH 8d - 6/12". 2-1/2' DIA. A. BOLTS AT EACH PANEL. HD8A AKiMM ON 4x EDGE (KING) STUDS W/ SSTB28 A BOLT TO FOOTING. WIDTH OF PANELS AS WXON NOTED ON PLANS. SEE NOTES ' A, B. C, D, & E" BELOW. NOTES: A. CONTINUE WALL SHEATHING OR SIDING DOWN TO FOUNDATION PLATE. B. CONTINUE WALL SHEATHING UP TO UNDERSIDE OF ROOF SHEATHING OR UPPER LEVEL TOP PLATES. C. ALL A. BOLT WASHERS SHALL BE Z SQ. x 3116" THICK D. EXTEND A. BOLT OF PHD AS REQUIRED BY USING THREADED ROD & COUPLER NUT OF THE SAME DIA. AS THE SSTB. PROVIDE SOLID BLOCIQNG UNDER EDGE STUDS ALL ALONG THE ROD. E. USE ONE SIZE GREATER SSTB A. BOLT WITH CONCRETE FOUNDATION PLACED IN TWO POURS. Use double top plate space joints 4' minimum between upper and lower "plates Use double king studs at all openings over 6'. Use pressure treated 2x6 bottom plate TYP 1 CAL WALL F RAM l N G Gypsum Wall Panels All gypsum wail and ceiling panels to be nailed 4'• O.0 or nail all edges to framing and nail a 7" O.C. Interior Walls use Stud Grade 2x4 DF(EXCEPT AS NOTED OTHERWISE) with gypsum board over ZIsSfe n is desi ned and created by the owner and is for references to building style dation on y. Builder o�[Id cgnstrucn te,shn�9ues than mh�l S tp aln cal s ncl� or�l ances � Il�e�rs �hrl tm s to t ie y la in o�sai gain. n service and IlabityIsthereore�imie g Pef i g ver. 2,55 BUTTE COUNT. Y BUILDING DAR1m1411'�T APPROVED Q�pF ESS/0 2 o.32 Mo \SJ Cl TF OF CA1�F�� E C5 LU d Q) Sheet No. 9 0': 13 Ln a d ;_ 0 W a M p o v 'D2 S N O N !7 N c� cm U ° N Y a z c • o Ln d Q) Sheet No. 9 0': 13 i i E v w w F7 a N �, s W O a 0 - ting IJ Muelt.er's s Fara s CL 11452 Nelson Bar Road 9103 10 3t 95965 (530) 533-4593 a� Q a N �, s W O a 0 0 Q h Q U Q n i U, Q S 3�0 r>,n - Q n V) :3 .S Q Q� rD 0 O n Qn ..�� O rD (O 3 Q -0 z- n `< Q �n D - Q c+ Q O :3 3 (O V) 3 Dr,o,f - ting IJ Muelt.er's s Fara 'Plans Dept. CL 11452 Nelson Bar Road 9103 10 3t 95965 (530) 533-4593 a� Q 0 Q h Q U Q n i U, Q S 3�0 r>,n - Q n V) :3 .S Q Q� rD 0 O n Qn ..�� O rD (O 3 Q -0 z- n `< Q �n D - Q c+ Q O :3 3 (O V) 3 Dr,o,f - ting by Muelt.er's Christmas Fara 'Plans Dept. 11452 Nelson Bar Road Yankee Hill, CA 95965 (530) 533-4593 N 0 0 n ro u a A S r � i 0 Amo CO ngle Family Residence Address: 0_ Alonzo_ Court-__-- aP# 066340007 Permit #02-1599 City:_Lovelock State: C. d1 g� 1 m 0 N 1 Draf�tinQ by Mueller's Christ as F rm Plans Dept. 11452 Nelson Bar Road Yankee Hill, CA 95965 UECOUNTY (530) 533-4593 BUILDING DEPARTRAIENT APPROVED Y .Yvo- V 1 !-i K N a !NC 9, y� MC= O:3 �• 3 g 3 N• 3 Sim w• w w ^^^^nnr ' V v) =Uw I I �R I nn ar 1 I I I 0 In I n v m a+ g � �0 g N O I I d g 3. w ngle Family Residence Address: 0_ Alonzo_ Court-__-- aP# 066340007 Permit #02-1599 City:_Lovelock State: C. d1 g� 1 m 0 N 1 Draf�tinQ by Mueller's Christ as F rm Plans Dept. 11452 Nelson Bar Road Yankee Hill, CA 95965 UECOUNTY (530) 533-4593 BUILDING DEPARTRAIENT APPROVED V 1 0 0 �R ar In I n v m a+ g �0 FL ngle Family Residence Address: 0_ Alonzo_ Court-__-- aP# 066340007 Permit #02-1599 City:_Lovelock State: C. d1 g� 1 m 0 N 1 Draf�tinQ by Mueller's Christ as F rm Plans Dept. 11452 Nelson Bar Road Yankee Hill, CA 95965 UECOUNTY (530) 533-4593 BUILDING DEPARTRAIENT APPROVED M O N �3 3Q'. ru: Ey.+ -n � �m N �-n- SL S?O —I co 0 W N \ � CD 0 — - N to .n - - - �c .� �go CD_ 136 -1 o �W 3 r 3 cg,8 ; * REGISjF�F p N N p/yah Ftiq A U �1 N � v o `° �� �� caD a N ��N v o co a a ,' 000 0 a O; N O (0 m j N. 0'5 0 a� D £ c0 UlI N , N � � 0 03 Q g Down OD ,+ - -- N -1 0 () 3 ------- - T 1 y - - L m ya �3'i ■ I w_ �o T U1 0 0 Q co c/) 0 C) r+ n o o O N X a0 A a 0'0 53 o m C v @ R° CD ^� F a m g 0) ..�m (0 a O N r-*' a a D r+ 00 3�m o� vQvQ a= - o a ---$ 0 7 0 � N A 0 ?_(ra 3 j A� SON Draftin "� Mueller's Chris t`r�ias Fc�rM Plans Dept. 11452 Nelson Bar Road Yankee .Hill, CA 95965 • (530) 533-4593 Single Family Residence Address:0-Alonzo Road �J o AP# 056340007 - - - - - - - - - - - -- Permit #02-1599 City; Lovelock State: CA Draftin "� Mueller's Chris t`r�ias Fc�rM Plans Dept. 11452 Nelson Bar Road Yankee .Hill, CA 95965 • (530) 533-4593 rt EAVE / TRUSS DETAIL see enlaraer»ent on orae 13 P USE 1/2" cdx plywood roof sheathing NAIL W/8d GAL. NAILS 6" C.C. AT EDGES & 12" O.C. FIELD use baffle at vents to hold insulation Class C min. 3 tab comp roofing \ 15# tar felt------ 1/2" elt 1/2" cdx sheathing--___ t 8d nail Q 6" CC 2X12 rafter—,, exterior surface 2 x 6 DF studs wall shtg per sched. on sheet 9 ver. 2,55 4X ceiling beam 2x blocking; nail to top plate w/ 3- 16d toenails each provide 3 - 2" holes in every 3rd blocking to vent 2 x 6 double top plates 1/2 " plaster board -�- - R-19 provide 3 - 2" holes in every third blocking FESS/1pN�l T F` W .324 4. m 4 r CIV% Q' 9lFOf CAl%F�� 911 -1>10z - I\ 2X decking over ceiling beams BUTTE COUNTY BUILDING DEPART,.MENT ' Top view APPRij� top plate Sheet.,No. N 3 ° `' 13 E L d � a CS ° Ce C v •a S N O WIr) N c N d ° U ° W Y d Z e o ��--" � � ' Sheet.,No. N 3 ° `' 13 4 F r r Lo - o-t;,� ✓ �6�1 J70 S5?^ xw 9-- I n 1 � I J T i ' F r