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HomeMy WebLinkAbout056-450-006DECK WITHOUT PERMIT 6/22/L95 COMPLAINT GIVEN TO INSPECTOR —BUILDING CODE VIOLATION 30DAY ,0Z _. BUILDING,CODE VIOLATION:AD `05 " 91-4243 ER`I CKSON , CHR IST I.NA .CONTR: UNKNOWN 382 HOLLOW OAK LN, COHASSd ELEC SERV/SF 056-450-115 01-1188 LHOLLOW RISTINA OAK LN., COHASSET WNER EROOF 056-450-006 01-3064 BRAVO, CHRISTINA 383 HOLLOW OAK, COHASSET CONT: ROY HARDY ADDITION SF ��' X50• p� - 'D L!D Cfll�L W2.o _ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT 01-1188 ASSESSOR PARCEL NUMBER 056-450-115 ZONING BUILDING PERMIT OWNER C`sIS��Ii1y MARIE BRAVO TELEPHONE SO. FT. OCC. BUILDING VALUATION contr est. 0 4,000.00 . OWNERS .NAILING ADDRESS 383 'EQU-014 OAK 11N, , COHASSE7 CA 95973 CONTRACTOR'S NAME OWil'is:=: COiVTACT # 894-3753 TELEPHONE contr 203q 0 1,200-00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total valuation $ 5,200.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 81.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 383 HOLLOW oaK LN. CO Energy Plan Checking Fee $ $ PERMIT FEE $ 101.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: SIDING & REROOF Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service mon oa .ss 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 I am exempt from the Contractors License L w for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, WIN 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 TO lOooA 46.00so V;C NEW CONST. DwELLINo Occup. 3.52F°: ( ORR. ADDN s . MUL�Tcou�rLt� NON.RESID, @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. .00 EX. Occup. OUTLET OR FIXTURES BAL @ I. 0 Ex. Occup. ° Ds APP rsID.°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 Policy Number (The above sections need not be completed If the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date � � � 3 � � � Signat f Applicant wner ❑ Contractor A Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI: $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE $not HAZ. E�.OFEE D. FEESD I CDP PARCEL PD HD ISSUE This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated a Ove for Vies;ve been paid. ylk"Sry5-23-2001 B Date PERMIT EXPIRES ON 5-23-2002 pate) ReceiptNo. 324580 101.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT (Rev. 12/96) AffeSSORPARCELNUMfER OWNELL n r . OWNeR1 WAX04 ADI cownwrORY W1Me County Center Drive • Oroville, California 95965 a Telephone (530) 538-7541 SION APPLICATION AND PERMIT P IT NO S l :bT.No BUILDING PEgMIT C V D TELONONe Sa. FT. OCC. BUILDING VA A% LUATION CONfTRUCrLON LENDER LENDER -3 MNUNO ADOREff Fire Is "RCN'mcr-_m�Total Valuation S urease—NO. ARCNmecr OR eNof+misw MNo ADFilina FeeoaEsf Permit Fee SULOWOADOREff Plan Checking Fee Energy Plan Checking Fee LOT NO. $U10MjoNy WUAe ►ARCeL MAP PLUMBI USEOFSTRUCTURE Each Trap SF O Duplex O Mobilehome O Other Solar or heat Water piping fPEcsr TYPE OF WORK Each gas wale New O Addition O Remodel O Utilities O Installation p Other Gas (in s Describe Work: Buildin sewer Mobile Home ELECTRICAL Main Service Main Service NEW CONS . OR ADDNs. NON -REM. Ex. Occup. I Ex. Occup, 1 Temporary ' .. Mile wirinn *PERMIT FEE PAID SRA -- SHERIFF OTHER AMOUNT RECEIVED *RECEIPT NUMBER (� * TO BE PVT INTO COMPUTER PE r neater or vent tem 1 -5 outlets S G W PERMIT FEE S PERMIT 09V OR LESS OR LESS SS t—n—TO-10— wroLoaoA Ow—, oocuP. a Ax. aw- UULTFOUILET iPSWER APPAPATtO f/0LE OUTLET CLR. OUTLET OR FDnNRE3 7.00 23.00 15.00 15.00 15.00 15.00 @20.00 PERMIT FEE S MECHANICAL PERMIT Flin 20.00 20.00 ng Fee 20.00 23.00 4e.00 3.508°. @7.50 To r.00 so 5.00 23.00 20.00 23.00 � Fee 20.00 s.so PERMIT FEt S Mobile Home Installation Fee S Energy Inspection Fee S occ CONST. TYPE 1 TOTAL FEE $ 00 NAZ O.FEES WP FLOOD COF PARCEL PD Np 6SUE This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolution* to do work Indicated above for which fees have been paid. By Date PERMIT EXPIRES ON May 22, 2001 ` I, Christina Marie Bravo formerly known as Christina Marie Booth, give Roy G. Hardy permission to act as my agent in all affairs dealing with all aspects of the property at 383 Hollow Oak Drive, Cohasset, including permits and inspections. Christina M. Bravo Date �'-, 2 2 - 2 cr oy G. Hardy Date SUBSCRIBED ANR SWORN TO BEFORE ME THIS DAY(MF 20n) NOTARY PUBLI f_f:tt/.Q flf�CaG: �f: •ai `A.A� LJ.i_t'+� �1 K" rH LEWIS WAGGONER �•+ +.` COMM. #1248159 NOTARY PUBLIC -CALIFORNIA S ALAMEDA COUNTY .. My Comm. Exp. Jan. 2, 2004 -1 T�7V9R7a'9tR�'f 7SS9tPrIIV77Y COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center. Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. •(R@v,12/96) APPLICATION AND PERMIT 01-3064 'SMgTIM-M6 Zt"m� BUILDINGPERMIT cWc`iristl�jA bravo TELEPHONE SO. FT. OCC. BUILDING VALUATION 1458 Q 54 78732.00 OWDAYToiiowsoak 1n, cohasset 95973 72 Q 13 936.00 Coro �7pnardv .l Il J TELEPHONE 898-0773 O J 87C 7 6125.00 cc` +W1 oT ow oat dr, cohasset 95973 CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total valuation $ 85 93.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 576.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 374.75 BUI19 Y7MLOW OAK LN, COHASSET Energy Plan Checking Fee $ 23.00 PERMIT FEE $ 994.25 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF IM Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 21 7.00 14.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 2 15.00 15.00 TYPE OF WORK New ❑ Addition & Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ADDITION Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer exi tinQr 15.00 Mobile Home I S I G I W 4770-0. PERMIT FEE $ 79,00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service ".A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: Law I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. r� X� Date �<t -' �' Signatur&--ee Applicant - ❑ Own Contractor K Agent An OSHA permit is required for excavations over 60" deep and demolition or construction/eo-7- of structures over 3 stories in height. Main Service Zoog To +000A 46.00 NEW CONST. ( DWELLING OCCUP. 3.5Qso 84.55 O AD orS. MUL�TcoLBrLOiS. ET NON.RESID, CIRCUITS 97.50 POWER APPARATUS IR 8 SINGLE OUTLET CIR. ourLEr OR FocTUR 20 ' °° EX. OCCU BAL @ .50 Ex. Occup. (R q�D°ap 5.00 Temporary Service 1 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 23-00 PERMIT FEE $ 127.55 MECHANICAL PERMIT Fling Fee 20.00 Heating 3 tori 1115.00 Cooling Hood 1 6.50 6.50 Ventilation PERMIT FEE $ 41.50 Mobile Home Installation Fee $ Energy Inspection Fee $46 , 00 Occ R3 CONST. TYPE VN TOTAL FEE $1288.30 HAZ. D. FEES IMP FLOOD CDF PARCEL POHD ISSU This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Dat/ (S 03 Aafe ReceiptNo. 337324/$454.75 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION It 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 IRev.12/46) PE MIT APPLICATION AND PERMIT y ' `3U(f,MC° AS SESSOR PARCEL NUk4"A zomma p,,,,ER; ._ BUILDING PERMIT TELONOME OWNER'S MAA,•ta A pOAeA ` r f ^ ' w SO. FT. OCC. BUILDING VALUATION CONTRACTOR? wuy o aOAEso CONSTRUCTION LENOEIR LENOER'S MNL ADOADORESY ARCNrrECT OR ENGINEER ARCNREcT OR ENONEFAS IIIW ADORESS eu�owoAooRess _ , .OT No I SUBMISION3 NAME USEOFSTRUCTURE SF O Duplex ❑ Mobilehome O Other TYPE OF WORK New ❑ Addition O Remodel ❑ Utilities ❑ Installation ❑ Other O Describe Work: A(1 1i-1�� n "PERJNIIT FEE PA10 SRA • - SHERIFF OTHER AAkbVNT RECEIVE® 17S s TO 6E PVT INTO COMA C,b Fireplace Total Valuation Filing Fee $ 20.00 Permit Fee S SC, Plan Checkin FeeS '7S Energy Plan Checking Fee E C-0 S PERMIT FEE I S PLUMBING PERMIT Fling Fee 20.00 Each Tra 7.00 0° Solar or heat um water heater 23.00 _ Water i in 1S.00 S ,u Each gas water heater or vent 15.00 oO Gas piping system 1 - 5 outlets 15.00 f 23.00 Buildin sewer C15fIr 15.00 lou TO 1000A Mobile Home S G W 020.00 Ex - OVT Er OR FDnURES PERMIT FEE I E .Occup. Ex. Occup.�0 LPPL� oR 0 olmErs E91°. EA ELECTRICAL PERMIT Flln Fee 20.00 _ Mein Service 0"00V OR IESS 20.00 Misc. Wiring 200A OR LESS 23.00 f 23.00 Main Service lou TO 1000A 46.00 NEW CONST. ( OR AOONS. DWEILNO OCCUP.a ACC. !lips. 3.50F !liT' a NOKRESIO. ( MULTI -OUTLET 07.50 Ex - OVT Er OR FDnURES 200 1.00 .Occup. Ex. Occup.�0 LPPL� oR 9AL .!0 olmErs E91°. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring f 23.00 PERMIT FEE 1 i SS - MECHANICAL PERMIT Filing Fee 1 20.00 6.50 PERMIT FEE i.5D Mobile Home Installation Fee I $ Energy Inspection Fee L 60 RT T. TOTAL FEE_ $ �30 0. "a IMP P=O co, PARCEL. IO 7_ This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By Date PERMIT EXPIRES ON ?�:�'F7t: 'dwf.�'vit� i�''K �i =�.+ '•7i � �v. `4C+:5: .S' ; •. Vii'. irw„i., 3.Y'=� `."�'�'F,.:fal � y: 4+T.; ,;� +'M- X:. w a, �{�tY_ i.,7�����°�`_-. �s COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 T PERMIT APPLICATION DATA SHEET OWNER: ,f ASSESSOR PARCEL NUMBER: Proposed Building Use: , ABuilding Inspector: "Lp_ Date: ,1 —A�41 At time of permit•,application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted............................................................................................................. ❑ 2. -Plot plans,, 3/4 sets, signed by the preparer of plans............................................................................ ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans................................................................... ❑ 4. Engineered plans and calculations, 3/4 sets, with wet signature on plans. All engineering must be shown on plans............................................................................................. fEngineered truss details and layout in duplicate (required prior to plan review) No faxes! ............... . Energy Design Compliance and supporting documentation................................................................ 6lS-OZ 7. Statement of Intent for Non -Heated and A/C Buildings...................................................................... ❑ 8. Hazardous Material Form.................................................................................................................... Manufactured Home Data and Installation Instructions including Tie Down Specifications .............. Fees of $R a 3. vIts-5 ................. ......................_........................................... Impact Fees as shown on the attached schedule. ...... �— '02- California California Department of Forestry Plan Approval/Fees.... ... ...I ............. ... Flood Elevation Certificate . ................... ................................ ............ ................................................... 0oo1 Sanitation and Plot Plan Approval (n 1 14 %i Environmental Health Department.......... 15.'.. City of Chico Plumbing Permit............................%............................................................................... ❑ 16. Plot Plan and Business License Approval from the City of Biggs ....................................................... ❑ 17. Planning Approval for (A) Use: (B) Parking: ........... ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel ........................... ❑ 19. Encroachment Permit for Driveway (construction approval prior to occupancy) ............................... ❑ 20. Pre -Inspection for required. Request to Building Inspector (Date) Q 21. Contractor's License Information (Number, Name Style, Classification) ......................... �................ ❑ 22. Workers' Compensation carrier and policy number.............................................................................. ❑ 23. Owner -Builder Verification (❑ Given to Owner, ❑ Mailed to Owner) ......................... ................. ❑ 24. Letter of Signature Authorization........................................................................................................ ❑ 25. Recorded Copy of Agricultural Acknowledgment Statement.............................................................. ❑ 26. Letter of Intent on Building Use/Detached Accessory Building Form ................................................ ❑ 27. Manufactured Home Utility Clearance................................................................................................ ❑ 28. Existing violations and/or expired permits.......................................................................................... ❑ 29. ❑ 433 A, ❑ Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D. $ ..................... ❑ 30. Other When you issue the permit, process as follows: ❑ Mail to Owner, ❑ Mail to Contractor. ❑'Telephone q!�A!SR and hold for pickup at 6) office. ❑ Deliver with Inspector. Comr),64.'R4y HArd y Applicant: Date:/ � U j Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of Plans sent ❑ Health Department, ❑ Fire Department, ❑ Other Date: By: 1. Index permit Application for the ab a um ered: L] Plan Check List 2. Additional items required:5 r Contractor, designer, owner, was advise of the abo e required data by: ❑ phone, ❑ mail, ❑ Building Division counter, By: Date: ` Contractor, designer, owner, was advised of the above required data by: ❑ phone, ❑ mail; ❑ Building Division co nter, By: Date: Contractor, designer, owner, was advised of the above required data by: ❑ phone, ❑ mail, ❑ Building Division unter, By: Date: Contractor, designer, owner, was advised of the above required data by: Llphone, Llmail, LlBuilding visi counter, By: Date: Plans reviewed by: Date: Plans reviewed by: Date: dL a Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services - Building Division E.H. USE ONLY Plot Stan Stactnchod _ Raw an Attzc"4 Sant to S.D. *wit z tl.4) TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 303 /7'o%%zu CSL fir• _ 56— 450— — 0 06 Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well � Clearance for -dwefliag. Other All Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 3 -i4 -,5;Z - Date I I =----*— PROPERTY L I NES < --- 1 1 ( 1 1 I IT. t s4 PFS , rZ plec./C I g.13 -w �•TIJRN 7�r ROUN AREA APPROVED w• �� I > PC= E ENLARGE- LNES LOT PLAN ,783 Dr. GG(lal A PA) �"� � � !�-° - h':b' Q o' rE Aljronrne \X ntai �°aalth i MAR i I Chico, Califomia BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) . School District C" Building Department No. A.P. Number S�j � S 03G Jurisdiction: City County a PropOwner Jj erty Property Location/Address Subdivision $� �X� ©IJL.I G Lot No. ........................................................................................... Residential Development- 0 Sq. Footage ! Ll Is 8 No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection): Commercial/Industrial, New Building Department Representative Addition oor Plans reviewed by School District District Identification No.02— (')q u 3 CV ' School District certifies that Sq. Footage (Including Exterior Roofed Areas) 3 Date �t (Applicant) (Street Address) (Phone Number) Ch rA (City) (State) (Zip Code) J has complied with the requirements of Resolution No. �� '� v by payment of $ Of j representing S_1Ksquare feet. School District Paid by Check # Remarks: AB 2926 $ FULL MITIGATION $ -3 y vZ 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 (10/98)dmm COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 I SCHEDULE OF FEES DUE ^^ c yOWNER V T I r ( UPJ A. P. # PROPOSED BUILDING USE.A J �I a i +o St. DATE RECEIPT # DATE REC �. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES 1 (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : _ $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FRE INSPECTION AND PLAN CHECK 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 �� 8-7 74 C2DATE %� y O Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) March 7, 2002 Ms. Christina M. Booth 382 Hollow Oak Lane Cohasset, CA 95973 RE: Forma[ Warning Notice Building Code Violation 382 Hollow Oak Lane Cohasset, CA 95973 AP # 056-450-006 Dear Ms. Christina M. Booth: L A N D O F N A T U R A L W E A L T H A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 This is a formal warning notice. Pursuant to Butte County Code (BCC) Section 41-2, we sent you a courtesy notice dated February 15, 2002, notifying you that you are in' violation of the BCC, and 1998 California Building Code (CBC), at the above -referenced location. As of this date, the following violations still exist: Failure to obtain the required permits, inspections and approvals from this office for construction of an addition, deck, porch and a re -roof. (a) Section 106.1 Permits Required (b) Section 108.1 Inspections Required (c) Section 108.4 Inspection Approval Required Before Use or Occupancy (d) Section 3405 Change in Use Requires Conformance to Code The above violations(s) shall be corrected or abated by you by submitting three (3) complete sets of plans, applying for the required permits, and paying the appropriate fees, including penalties. After permit issuance and field authorization to proceed, the work must be completed and approved by this office within the permit specified time. This is your final warning. Unless you contact this office and make the proper arrangements to correct or abate the violation(s) voluntarily, within ten (10) days from the date of this letter, enforcement shall be pursued through the issuance of a citation (ordering you to appear in court) for said violation(s) and for failing to comply with this warning letter. Upon conviction of said violation(s) or of failing to comply with this letter, the court shall impose penalties (fines) and a Notice of Violation shall be recorded in accordance with Butte County Code Section 41-7. The Notice of Violation shall include a description of the premises the violation concerns, a description of the violation, the date of your conviction and the action necessary to correct or abate the violation(s). J � Y Ms. Christina M. Booth March 7, 2002 Page 2 Should you have any questions concerning this matter, please contact Scott Rutherford or Michael C. Vieira in this office at the address or telephone number listed above. Sincerely, Scott Rutherford Chief Building Inspector SR:th 1 f PROOF OF SERVICE BY MAIL I am a citizen of the United States and employed in the County of Butte. I am, and was at the time of the service hereinafter mentioned, over the age of eighteen years and not a party to the within action. My business address is Department of Development Services, Building Division. # 7 County Center Drive, Oroville, California 95965. 1 am readily familiar with the County's practice for collection and processing of correspondence/documents for mailing with the United States Postal Service and that said correspondence/documents are deposited with the United States Postal Service in the ordinary course of business on the same day. On February 15, 2002, a foregoing 30 -Day Letter on the person(s) named below by placing a true copy thereof in a sealed envelope, with first class postage thereon fully paid, addressed as indicated below, and by placing said envelope In the appropriate place within the Department of Development Services where mail is collected for mailing with the United States Postal Services on the same day. X In the United States Postal Service Mail in Oroville, California. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 181 19 20 21 22 23 24 25 26 27 28 Ms. Christina M. Booth 382 Hollow Oak Lane, CA 95973 AP# 056-450-006 I declare under penalty of perjury under the laws of the State of California on March 7, 2002 at Oroville, California. Tammy Holt 11 February 15, 2002 Ms. Christina M. Booth 382 Hollow Oak Ln. Cohasset CA 95973 RE: Building Code Violation Address: 383 Hollow Oak, Cohassett CA 95973 AP # 056-450-006 Dear Ms. Booth: BEAUTY DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 This is a courtesy notice to notify you that you are in violation of the Butte County Code, as follows, at the above -referenced location. Failure to obtain the required permits, inspections and approvals from this office for the construction of an addition, deck, porch and re -roof. Since permits and inspections are required for the above work, please submit three (3) complete sets of plans, apply for the required permits, and pay the appropriate fees. All work must stop until these permits are issued and you are authorized by our field inspector to proceed. The field authorization cannot be made until the existing work is inspected and approved. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty (30) days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Scott Rutherford or Michael Vieira in this office at the address or telephone number listed above. Sincerely, Scott Rutherford Chief, Building Inspector SR:tp cc: Assessor Name 1BOOTH CHRISTINA Addr1 1382 HOLLOW OAK LN Addr2 I COHAS SET CA 95973 Addr3 Addr4 Comments IREMAP FROM 056-080-115-000 - � Creating D oc# 1987R 2945200 D ate Current D oc# 1999R 0052503 Date 12/20/1999 *illing Doc# Date Asmt D esc 383 H O LLOW OAK D R Y S uplCnt Zoning T X15 00 D well Acres 5.20 N /C 056 OWN EXP N Asmt # 056-450-006-000 Fee # 056-450-006-000 Status ACTIVE Status Date I Tax 000 INORMALONERSHIP TRA 062-018 Situs 1360 HOLLOW OAK DR CDH Base D t 08/01 /1999 Land Structure Fixtures G rowing Total L&I Fix. RF MH PP PPI AgPres 55,746 Etal 0 N otes 0 B onds 0 multi Situs Flag1 Flagg Asmt PP Pen Tax PP Pen Appeal Pending Split Pending Land Structure Fixtures G rowing Total L&I Fix. RF MH PP PPI 29,889 55,746 0 0 85,635 0 0 0 E xemptl 0 NetNetj 85,635 R/C# T/R Dk I I R /C StatF-- - H O N AT T S I T I APR. I PCL . Find r, 11.1r 11-1 inr- innna na e -%L J �y \a Asmt # Fee # 056.450-006.000 Name BOOTH CHRISTINA M _ - _-, __.. _ ._ _ ------------- __� — �� Status ACTIVE Status Date Addr-I 1382 HOLLOW OAK LN �C Tax000 NORMAL OWNERSHIP j TRA 062.01.8 I� Addr2 COHASSET CA 95973 �� �, Situs 1383 HOLLOW OAK DR CO Addr3� t� �� Base Dt 08101119991 Add14 - -- Land 29,8891 DAgPres Structure 55,746E Etal Fixtures 'Growing 0, I Comments REMAP FROM 056-080.115.000.09/28!98 Notes g �i,-i Bonds Creatin Doc# 1987192945200 Date I—.�..---�--� --+ 'Total FixRP 85,6350' Current Doc# 199980052503 Date 12!20!1999 i � Multi Situs Killing Doc# _ _ �_ �� Date. �'i :1 Flagl ' MH PPI _ _ 0 Flagg ►" Asmt Desc 383 HOLLOW OAK DR SuplCnt PP Zoning TM5 00 Dwell— �' Asmt PP Pen I Exempt 0 Net Acres 5.20, NIC 056.11 �J}Tax PP Pen R C# 85;635 I- ]Appeal Pending T/R Dt 11 Split Pending RIC Stat �PHY ,0� WN �� TSA}{ HON I ATT I SIT �,: APR l PCL Find 13:27:21 PM Complainant: Address.- Phone ddress: Phone Number: Other Comments: BUTTE COUNTY DEVELOPIaNT SERVICES` �'►.a:i : 7 .' E .. t� �f Inspector must draw a plot plan with aD buddiug locations: Additional comments from Inspector: a.UUM I T Vil-Y UTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 Count Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASGEssONPARMNUMM '� mNr►q Ow - - BUILDING PERMIT T N! pq� '. �3 SO. FT. OCC. BUILDING VALUATION O+A' H.1-MAUNO ADDIiBSY IIA,. I 1l A % ii• _ _ _ _ �. cONSTRUcrNMUENOER _ LENDER'S MIVUNO ADORES. ARCHrTECT OR ENWNEER ARCMTECT on MMEEAS MA UNO ADDRESS euaoN I REBS LAT No. suemsioN'SNAME USEOFBT UCTURE SF L] Duplex ❑ Mobllehome ❑ Other New ❑ Addition ❑ F Deec�jbe or TYPE OF WORK ❑ UdWes ❑ Ineta V) h—'J"o /% . *PERMIT FEE PAID SRA SHERIFF OTHER AMOVNT RECEIVED No. V *RECEIPT NUMBER * TO BE PVT INTO COMPUTER Total Valuation S Filing Fee S Permit Fee L Plan Check!ga Fee S Energy Plan Checking Fee S S PERMIT FEE S PLUMBING PERMIT Each Trap Solar or heat pui-np water heater Water pip`_ Each 9ae water heater or vent Gas piping system 1 - 5 outlets ouiming sewer Mobile Home f— PERMIT FEE t ELECTRICAL PERMIT Main Service O00v OR LESS 20" OR LESS Main Service 200A TO 1000A NEW CONST. DWUL1No OCCUP. OR ADDNS. A ACC. eLDS. No" 310. MULTI.OUTLET POWER APPARATUS 6 SWOLE O G0. EX. OCCU OVTIET OR FIXTURES Ex. OCCU FIXED APPLNS• OR 1 OUTLETS ESI ' EA I Temporary Service i Mobile Home Facilities ve 20.00 20.00 25.u0 15.00 15.00 15.00 15.00 W20.00 Fee 20.00 23.00 40.00 Sdio. R. il7.50 23.00 20.00 23.00 non.— FEE S MECHANICAL PERMIT Filing Fee 20.00 PERMIT FEP- I S 6.50 I Mobile Home Installationffe"e Energy Inspection FeeS xo NST TYPE TOTAL FEE s I0. FEES IMP FL000 COF PARCEL PO ISSUE This permit is hereby Issued under the applicable provisions Of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By Date PERMIT EXPIRES ON '7. 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 PROPOSED BUILDING USE 1. BUILDING PERMIT FEES --Balance Due ........................................................ $ --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ --Revised Plan Checking Fee ................................. $ 2. SCHOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential .................................... Units x $360.00 = $ Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. A.P. # DATE RECEIPT # DATE REC. Commercial (Sq. ft.) ............. -x-=$ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. !'NATER 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 Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) ,��x+�r-rtu u' � .�', *�}rM"-v+-ter ` < .i y�:y+ jr , 1{ +l ' ; *•w rwfµ +-�r-r�-.>► •~ti.� 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 DATE RECEIPT # ' 1. BUILDING PERMIT FEES 11 Balance Due ........................................................ $ --Additional Fees Due ............................................ $ _ --Additional Fees Due ............................................ $ _ t -Revised Plan Checking Fee ................................. $ _ 2. SCHOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $ • Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4"URBAN AREA FEES Residential ............................ x = $ # Units Amt. DATE REC. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building. Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $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. 4 APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest -are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) +v'.. "a'aM'�,j.�rwxv#•t�NA "8-%o„� ..,.` �-4.y� r. �"�eF= 'rip• ; `r. . -,,..,, � 'S' .�M �`�i'.�yA�i!�!,:,,i~j'r'r ;►��:s�t��i".�r.lfatilt •. ' ! 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 PROPOSED BUILDING USE 1. BUILDING PERMIT FEES -'-Balance Due ....................................................... $ --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ '--Revised Plan Checking Fee ................................. $ 2. SCHOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $ Units Commercial (sq. ft.)' ..................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ } # Units Amt. A.P. # DATE RECEIPT # DATE REC. , r• Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $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. r I APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner _ (Rev. 6/00) OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES 0 NO 0 2. I HAVE 0 HAVE NOT 0 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: 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. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: 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. i rely, ��-1 Mic el C. Vi ira, C.B.O. M ger, Building Inspection NOTE. This Owner -Builder Information is required by Section 19830 of th a California Health and Safety Code. OVER COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: W ASSESSOR PAR934 NUMBER: 0. ��` / Proposed Building Use: Building Inspector/ Date: At time of permit application, I was advised the following data Milst hd s bmitted prior to permit processing and/or issuance: 111. All items have been submitted. 112. Plot plans, 3/4 sets, signed by the preparer of plans. 03. Complete plans, 3/4 sets, signed by the preparer of plans. ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. 05. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! 06. Energy Design Compliance and supporting documentation. 117. Statement of Intent for Non -Heated and A/C Buildings. 118. Hazardous Material Form. 09. Manufactured Home data and installation instructions including Tie Down Specifications. ❑ 10. Fees of $ ❑ 11. Impact fees as shown on the attached schedule. ❑ 12. California Department of Forestry plan approval/fees. ❑ 13. Flood elevation certificate. 1:114. Sanitation and plot plan approval Health Department. ❑ 15. City of Chico plumbing permit. ❑ 16. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use: (B) Parking: _ ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ❑20. Pre -inspection for required. ❑21. Contractor's license information. (Number, Name Style, Classification). El 22. Workers' Compensation carrier and policy number. 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). 24. Letter of signature authorization. ecorded copy of Agricultural Acknowledgment Statement. 026. Letter of intent on building use. ❑27. Manufactured Home utility clearance. 1128. Existing violations and/or expired permits. 1129. 11433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 1130. Other: When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor ❑Telephone and hold for pickup at office. ❑ Deliver with inspector. Applicant: Date: EXPIRATION OF APPLICATION Applications for which a permit has not been issued, will expire by limitation one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan checking fees for work plan checked and other department costs are not refundable. Original - Applicant -COUNTY OF"BUT.TE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET 1. A OWNER: Vo . ASSESSOR PAR NUMBER: 1���'C/� Proposed Building Use: Building Inspecto} : �.•� Date: - At time of permit application, I was advised the following data must b submitted or to permit processing and/or issuance: Date Received By 111. All items have been submitted -------------------------------------------------------------------------------------- 1:12. Plot,plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------=---------------- 03. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑6: Energy�,Design Compliance and'supporting documentation. ---------------------------------------------------- " ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. -------------------------------------------------------- jp ❑ 8. Hazirdous Material Form. ------------------------------------------------------------------------------------------ ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications ------------------- 0 10. Fees of $------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ------- ❑ 12. California Department of Forestry plan approval/fees. 1113. Flood elevation certificate. --------------------------------------------- 0 14. Sanitation and plot plan approval Health Department. ❑ 15. City of Chico plumbing permit. ------------------------------------ ❑ 16. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use: (B) Parking: 1118. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). E120. Pre -inspection Pre -inspection for required Request to Building Inspector on 021. Contractor's.license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- 24. Letter of signature authorization. ---------- Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 13 26. Letter of intent on building use. ------------------------------------------------ ----------------------------------- ❑ 27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits.---------------------------------------------------------------------. ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- ❑ 3 0. Other: ------ When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. ❑Telephone I and hold for pickup at office. ❑ Deliver with inspector. (Date) 1 Applicant: Date: Copy of Haz-Mat form sent o Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: •1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division: counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. x W t dt. 7at OC. i p - O TURN I AROUND I s I /ri Cp AREA .. 3 I ' • I � ENLARGED PLOT PLAN 00 A PAi O' °- WELL pc E LINES y I T° AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 - - • IIIIIIIIIIIIIiillllllllllllllillll 10GD34972 Recorded I REC FEE 13.00 - Official Records I COPIES 2.00 Count Of I CANDACEUJ. GRUBBS I Recorder I ROSEMARY DICKSON I Assistant 12:35PM 06 -Aug -2001 I Kristy I Page 1 of 3 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. 1 All that real property situate in the County of Butte, State of California, described as follows: Date 1. PRZE, Y O RS: State of California County of 1e On AO C;% F� ��-Zntn / before personally appeared s�asa�w T"ewe-t"w(op proved to me on the bans of satisfactory evidence) to be the personf4whose named is�subscribed to the within instrument and acknowledged to me that Wshe/thef executed the same in Jwi91her1tJwrr authorized capacity(*), and that by biAer/tbeiflsignatureKon the instrument, the personKor the entity upon behalf of which the person" acted, executed the instrument. WITNESS my hand and offi ial s Signature r "� •w� roc �\ Seal: , ``' hei rl �1i6IS WAGE 3R CONIM. 01248159 NOTARY PUBLIC -CALIFORNIA H\ TY h,Ay COMM. &:0 Jctn 2AP# �'b\�➢9i,'L+'yV�6<:'S�7C%2'+lK�'G".": iFF'. - "„ , DESCRIPTION 88-31011 ORDER NO. BU -102058 DM ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL I: PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA., ON APRIL 28, 1980, IN BOOK 76 OF MAPS, AT PAGE(S) 60. PARCEL II: A .NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITIES AS SHOWN ON THAT CERTAIN PARCEL MAP RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, -ON APRIL 28, 1980, IN BOOK 76 OF MAPS, AT PAGE(S) 60. PARCEL III• A NON-EXCLUSIVE EASEMENT FOR .ROAD AND PUBLIC UTILITY PURPOSES OVER.-. PARCELS. 2 AND 3, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE. OF. THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 9, 1979, IN BOOK 73 OF MAPS, AT PAGE(S) 87 AND 88. PARCEL IV: A RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 60 FEET IN WIDTH LYING 'SOUTHERLY OF AND ADJACENT 'TO THE FOLLOWING'DESCRIBED LINE: - BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF LOT 1, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "COHASSET HOMES SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JANUARY 20, 1947, IN BOOK 15 OF MAPS, AT PAGES) 16, BEING ALSO.THE NORTH LINE OF SECTION. 23, TOWNSHIP 24 NORTH, RANGE 2 EAST, M.D.B. & M.-, WITH THE WESTERLY LINE OF COHASSET ROAD; THENCE NORTH 89 DEG. 59' WEST ALONG THE NORTH LINE OF SAID SECTION 23, A DISTANCE OF 1535.28 FEET TO THE NORTHWEST CORNER OF SAID SECTION 23 AND.THE.END OF SAID LINE. PARCEL V• A RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 30 FEET IN WIDTH LYING EASTERLY OF AND ADJACENT TO THE FOLLOWING DESCRIBED LINE: CONTINUED fA. ' r- - DESCRIPTION 88-31011 ORDER NO. BU -102058 DM ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL I: PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA., ON APRIL 28, 1980, IN BOOK 76 OF MAPS, AT PAGE(S) 60. PARCEL II: A .NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITIES AS SHOWN ON THAT CERTAIN PARCEL MAP RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, -ON APRIL 28, 1980, IN BOOK 76 OF MAPS, AT PAGE(S) 60. PARCEL III• A NON-EXCLUSIVE EASEMENT FOR .ROAD AND PUBLIC UTILITY PURPOSES OVER.-. PARCELS. 2 AND 3, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE. OF. THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 9, 1979, IN BOOK 73 OF MAPS, AT PAGE(S) 87 AND 88. PARCEL IV: A RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 60 FEET IN WIDTH LYING 'SOUTHERLY OF AND ADJACENT 'TO THE FOLLOWING'DESCRIBED LINE: - BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF LOT 1, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "COHASSET HOMES SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JANUARY 20, 1947, IN BOOK 15 OF MAPS, AT PAGES) 16, BEING ALSO.THE NORTH LINE OF SECTION. 23, TOWNSHIP 24 NORTH, RANGE 2 EAST, M.D.B. & M.-, WITH THE WESTERLY LINE OF COHASSET ROAD; THENCE NORTH 89 DEG. 59' WEST ALONG THE NORTH LINE OF SAID SECTION 23, A DISTANCE OF 1535.28 FEET TO THE NORTHWEST CORNER OF SAID SECTION 23 AND.THE.END OF SAID LINE. PARCEL V• A RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 30 FEET IN WIDTH LYING EASTERLY OF AND ADJACENT TO THE FOLLOWING DESCRIBED LINE: CONTINUED 88-37011 .3 ORDER NO.'BU-102058 DM PARCEL V - CONTINUED BEGINNING AT THE SECTION CORNER COMMON TO SECTIONS 23, 22, 15 AND 14,.TOWNSHIP 24 NORTH, RANGE 2 EAST, M.D.B. & M.; THENCE NORTH ALONG THE WEST LINE OF SAID SECTION 14, SAID LINE BEING ALSO THE WEST LINE 'OF THAT CERTAIN PARCEL OF LAND DESCRIBED AS PARCEL 6, IN THAT CERTAIN DEED FROM RUTH SORENSON TO DONALD V. SORENSON, DATED FEBRUARY 27, 1940 AND RECORDED MARCH 1, 1940, IN BOOK 234, PAGE 363, OFFICIAL RECORDS, A DISTANCE OF 1320 FEET TO THE NORTHWEST CORNER OF SAID SORENSON PARCEL AND THE END OF SAID.. LINE. PARCEL VI: A RIGHT OF WAY'FOR ROAD AND PUBLIC UTILITY PURPOSES OVER A PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SECTION 14;. TOWNSHIP 24 NORTH, RANGE 2 EAST, M:D.B. & M.; THENCE NORTH 89 DEG. 59' EAST, ALONG THE SOUTH LINE OF SAID SECTION 14,- A DISTANCE OF 85 FEET; THENCE NORTHWESTERLY IN A STRAIGHT LINE TOA POINT ON THE WEST LINE.OF SAID SECTION 14, SAID POINT BEING NORTH' A DISTANCE_OF 85 FEET FROM THE SOUTHWEST 'CORNER OF SAID SECTION 14; THENCE SOUTH ALONG SAID.WEST LINE OF SAID SECTION 14, A DISTANCE OF 85 FEET -TO THE POINT OF BEGINNING. SND 0F DJC! 1MEINT COUNTY OF BUTTE ` BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE b 39-2) 16kbu—) DcJc OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. y Date Inspector REV 10/92 �e F_1 File Edit Link Help Assessor Name JERICKSON CHRISTINA Asmt # 1056-450-006-000 Fee # Status ACTIVE Status Dake Addr-I 1382 HOLLOW OAK LN Tax1000 PbRMAL OWNERSHIP TRA PF2-018 Addr2 CO HAS S E T CA 55826 S ikus 883 H O LLOW OAK D R FR N - Addr3 Base D t Addr4 Land 28,728 AgPres S kructure 14,366 Comments IREMAP FROM 056-080-115-000 - E tal Fixtures 0 �— N otes Growing 0 Creaking D oc#1 1987R 2945200 D ate B onds Total L&I 43,094 Current D oc# 1990R 43144 Date 10/08/1990 multi Situs Fix. R P 0 Killing Doc# Date Flag1 MH PP 0 Asmt D esc 383 H O LLOW OAK D R Y S uplCnt 1 Flagg PP 0 Zoning T M 5 00 D well v Asmt PP Pen E xemptl 0 Acres 1 0.00 N /C 056 Tax PP Pen Net 43,094 R /C# Appeal Pending T /R D k Split Pending R /C S tak OWN EXP TAX ATT HHN SIT APR PCL __j f' Find F199-9 I CNV002,10/06/1999 2:08:43 AM VIOLATION CHECK LIST A.P. # 0�6 �gv �S Address Owner I -- Owner's Address o /_ Owner's Phone No. C� --6 3d Supervisoral District Tenant's Name Phone No. Type of Violation in Detail Frith Code.Section Priority No. --� Specific Plot Plan with C/V Noted _yes no Penalties Required 1st. Notice Sent .'26 1 2nd. Notice Sent O C� ate Date Comments and/or Determination 112 Disposition For Citation Citation Date (Date) Department Recommendation to Court Court Action Notice of Violation Recorded (Date) Ca L A N D O F N A T U R A L W E A L T H A N D B E A U T Y February 24, 2000 Christine Erickson 383 Hollow Oak Lane Chico, CA 95926 RE: Building Code Violation 383 Hollow Oak Lane, Cohasset Dear Ms. Erickson: BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 A.P. #056-45-0-006 This is a formal warning notice. Pursuant to Butte County Code (BCC) Section 41-2, we sent you a courtesy notice dated July 26, 1999 notifying you that you are in violation of .the (BCC) at the above -referenced location. As of this date, the following violations still exist. Failure to obtain the required permits, inspections and approvals from this office for construction of an addition, remodel and reroof of a single family residence in violation of the provision "of the 1994 Uniform Building Code and Sections 17922 and 18941.5 of the California Health and Safety Codes as follows: (a) Section 106.1 Permits Required (b) Section 108.1 Inspections Required (c) Section 108.4 Inspection Approval Required Before Use or Occupancy The above violation(s) shall be corrected or abated by you by submitting three (3) complete sets of plans, applying for the required permits, and paying the appropriate fees, including penalties. After permit issuance and field authorization to proceed; the work must be completed and approved by this office within the permit.specified time. This is your final warning. Unless you contact this office and make the proper arrangements to correct or abate the violation(s) voluntarily, within ten 10 days from the date of this letter, enforcement shall be pursued through the issuance of a citation (ordering you to appear in court) for, said violation(s) and for failing to comply with this warning letter. 4 Letter to Christine Erickson RE: Building Code Violation A.P. #056-45-0-006 Page 2 February 24, 2000 Upon conviction of said violation(s) or of failing to comply with this letter, the court shall impose penalties (fines) and a Notice of Violation shall be recorded in, accordance with Butte County Code Section 41-7. The Notice of Violation shall include a description of the premise the violation concerns, a description of the violation, the date of your conviction and the action necessary to correct or abate the violation(s). Should you have any questions concerning this matter, please contact Scott Rutherford in this office at the address or telephone number listed above. k*nrely, el C Vieira, C.B.O.- Manager, Building Division MCV:dms 1 2 3 4 s 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 2s 26 27 28 29 WOOF OF SERVICE BY MOL 'I am over the age of 18 and not a party of this cause. I am a resident of and employed in the county where the mailing occurred . My business address is: Building Division Department of Development Services 7 County Center Drive Oroville, CA 95965 I served the foregoing A:P. #056=45-0-006. by enclosing a true copy in a sealed envelope and depositing said envelope in the United States mail with postage prepaid on 24TH- OF FEBRUARY. 2000 and addressed as follows: CHRISTINE ERICKSON 383 HOLLOW OAK LANE CHICO, CA 95926 I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration was executed on 2/24/00 at OROVILLE , California. Donna Sperling Office Assistant III July 26, 1999. Christine Erickson/Booth 383 Hollow Oak Lane Chico, CA 95926 �uite count L A N D O F N A T U R A L W E A L T H A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 RE: Building Code Violation A.P. #056-45-0-006 383 Hollow Oak Ln, Cohasset Area Dear Ms. Erickson/Booth: This is a. courtesy notice to notify you that you are in violation of the Butte County Code, as follows, at the above referenced location. Failure to obtain the required permits, inspections and approvals from this office for construction of an addition, remodel and reroof of a single family residence. Since permits and inspections are required for the above work, submit three (3) complete sets of plans, apply for the required permits, and pay the appropriate fees. All work must stop until these permits are .issued and you are -authorized by our field- inspector to proceed.. The field authorization cannot be made. until the existing work is inspected and approved. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a. Notice of Violation including a description of the action necessary to abate the violation. You have thirty 30 days to voluntarily comply with the above 'directions or to present an acceptable plan for abatement or corrective actions to ,be taken by you. Should you have any questions concerning this matter, please contact Scott Rutherford in this office at the address or telephone number listed above. t ly, C. Vieira, C.B.O., Building Inspection - MCV:dms cc: Assessor PROOF OF SERVICE Christina Erickson 382 Hollow Oak Drive Chico, CA 95926 RE:. Building.Code Violation --382 Hollow Oak Drive, Cohasset Area :.:Dear -Ms. Erickson: 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965.3397 TELEPHONE: 1916) 538-7541 FAX: 1916) 538-2140 - January 23, 1996 A.P.#056-08-0-115 This .is a. formal -wa.rning. notice. Pursuant to Butte County Code (BCC) Section 41-2.,'we sent you a courtesy notice dated August.17, 1905 notifying you that you are. in violation of the BCC at the above -referenced location. As of this date, the following violations still exist: Failure to obtain the required permits, inspections and approvals from this office for construction of an approximate 24' X 24' deck for single family residence in violation of the 1991 Uniform Building Code as adopted by Section 26-1 of the Butte County Code as follows: - (a) Section 301(a) Permits Required (b) Section 305(a) Inspections.Required (c) Section 305(d),Inspection Approval Required before Use or Occupancy The above violation(s) shall be corrected or abated by you by submitting three (3) complete sets of plans, applying for the required permits, and paying the appropriate fees, including penalties. After permit issuance and field authorization to proceed, the work must be completed and approved by this office within the permit specified time. This is your final warning. Unless you contact this office and make the proper arrangements to correct or abate the violation(s) voluntarily, within ten 10 days from the date of this letter, enforcement shall be pursued through the issuance of a citation (ordering you to appear in court) for said violation(s) and for failing to comply with this warning letter. Upon conviction of said violation(s) or of failing to comply with this letter, the court shall impose penalties (fines) and a Notice of Violation shall be recorded in accordance with Butte County Code Section 41-7. The Notice of Violation shall include a description of the premises the violation concerns, a description of the violation, the date of your conviction and the action necessary to correct or abate the violation(s). Should you have any questions concerning this matter, please contact Scott Rutherford or Michael Vieira in this office at the address or telephone number listed above. MCV: dms Si cerely, Mich el 4C.0-ieira, C.B.O. Manager, Building Inspection 1 2 3 4, 5 8' 7 8 9 10 11 12. 13 14 15 18 17 18 19 20 21 22 23 24 23 26 PROOF OF SERVICE BY MAIL I . am over the age of '18 and not a party' to. this cause. I am- a resident of and employed in the county where the mailing occured. My. business address is Building Division Department of Development Services 7 County Center Drive Oro.ville, CA 95965 - I served the foregoing._ (056-08-0=115) SECOND-NOTICE_VIOLATION LETTER by enclosing a true copy in a sealed envelope and depositing said envelope in the United States. mail with postage fully prepaid on 23rd. of January 19 96 and addressed as follows: Christina Erickson 382 Hollow Oak Drive Chico, CA 95926 I declare under penalty of perjury under the laws of the State of Calififornia that the foregoing is true and correct and that. this. declaration was executed on 1/23/96 at Oroville , California. Donna Sperling Office Assistant III i count LAND CF iNIATURAL W E A L T H AND BEAU T` Christina Erickson 382.Hollow Oak Drive Cohasset, CA 95926 RE: Building Code Violation 382 Hollow Oak Drive, Cohasset Dear Ms. Erickson: BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 August 1-7, 1995 A.P. #056-08-0-115 This is a courtesy notice to notify you that you are in violation of the Butte County Code, as follows, at the above-referenced.location. Failure to obtain the required permits, inspections and approvals from this office for construction of deck for single family residence. Since permits and inspections are required for the above work, please submit three (3) complete sets of plans, apply for the required permits, and pay the appropriate fees. All work.must stop until these permits are issued and you are authorized by our field inspector to proceed. The field authorization cannot be made until the existing work is inspected and approved.. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of.a Notice of Violation including a description of the action necessary to abate the violation. You have thirty (30) days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective- actions to be taken by you. Should you have any questions concerning this matter, please contact Scott Rutherford or Michael Vieira in this office at the address or telephone number listed above. Sincerely, MCV:dms_ Mic ael C. lVieira, C.B.O. Manager, Building Inspection cc: Assessor _� - ,�, � g/9 � P,�•J �Q N� . �/ < ` _ t �-1�-c-c) CORRECTION NOTICE 70K 4 OWNER / - PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work i is completed. If you have any questions pertaining to this matter, or need additional explanation, please con this office immediately. ` Date 7— t 1 '5 Inspector REV 10/92 z * COU& OF BUTTE ' BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES. ;,�.. �. 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE 70K 4 OWNER / - PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work i is completed. If you have any questions pertaining to this matter, or need additional explanation, please con this office immediately. ` Date 7— t 1 '5 Inspector REV 10/92 nc 91-4243 05 -08-o-115 ERICKSON, CHRISTINA CONTR: UNKNOWN COHASS9 382 HOLLOW OAK LN) ELEC SERV/SF I 49 0`6 V, 056-08-0-115 91-4243 ER I CKSON , CHRISTINA CONTR: UNKNOWN J 382 HOLLOW OAK LN, SERV/SF COHASSET + ELEC ,`7+.'. ,Yit`Y+: br �'.. �:'�'s".,,4.��'as J4��.. t.. „i �; ,d�.rt. .�.,, �:.r.. ' .7t•'..N :..+I..-' ,.. —q -.w.s. �t�/Ce'F' COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS ERMIT NO. P. 7 County Center Drive - Oroviller California 95965 - Telephone: 916/538-7541 -? APPLICATION AND PERMIT - 4 Q ASSESSOR PARCEL NUMBER 56-080-115 ZONING BUILDING PERMIT OWNER Chrigtinst M. Frickson TELEPHONE 343-6630 SQ. FT. OCC.1 BUILDING VALUATION OWNER'S MAILING ADDRESS 492 Hallow Oak Lane, basset 95926 CONTRACTOR'S NAME T TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee ,$' Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS „. Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 15.00 382 Hollow Oak Lane Cohamet Each Trap 1 5.00 Solar or heat pump water heater 1 20.00 LOT NO. SUBDIVISION NAMEPARCEL MAP Water piping 7.00 Each qas water heater or vent 1 7.00 USE OF STRUCTURE SF ® Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 1 5.00 Building sewer15.00 Mobile Home S G W @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utiliti s: Instillation❑ Other EJPermit Describe work: RenewMain Servib* Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600v OR LESSpp 200A OR LESS 1 18.50 V , Main service 200ATO1000A) 37.50 CONTRACTORS LICENSE LAW I declare under penalty of check : p y perjury y ( one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license Is In full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) .rf I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING occuP.ad\ OR ACDNS. ACC. BLDGS. / 3.54sq.ft. NEW NO N.RESID CONSTR. BRANCH CIRCTITS @ 5.00 (POWER APPARATUS e \SINGLE OUTLET CIR. EX. OCcup(OUTLETS OR FIXTURES 20 X,16 111E APLNS. Ex. Occup. OUTLETS P(RESID )REA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring g 1 15.00 15. Od Pre—TnSID 1 15.0c 15.00 Permit Fee $ 63.50 — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating Cooling Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in anyAway accrue aga stns itd County,i Cp ugnce nfithe granting of this permit Date �U j Signature of Applicant — owner. Contractor ElAgentL_.J An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $63 HAz ID FEES I IMP I FLOOD I CDF I PARCEL I PD I HD ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work Indicted above for which fees DIRE6T6R OF PUBLIC By '� !•C` PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date Receipt No. I03I38 WHITE-D.P.W.. YELLOW-ASSFSSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT - Y�rTj-.-trKs^`•"`+b- "1'�'�,-"'s-r•-..r'r. "ir.'„'..`,+»'t* ��+"4 _�•'+r�,i,�,,,.,y�='rc'TIN COUNTY OF BUTTE DEPARTMEN-T OF..PUBLIC WORKS t 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 - CORRECTION NOTICE r�� svo / •y,; -y3 �} OWNER f PERMIT NO. g A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office; when correction of.� 6.rrk is completed. If you have any question pertaining to this r matter, or, need d� Additional explanation, please contact this office immediately. Date Inspector COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS, 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE ER A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional 'explanation, please contact this office immediately. "F :a Sr7 ii '1Q 4 1 'a �-s 'art t -t Datet�—' Inspector -'4 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538.7541 APPLIC4TI'bNAND PERMIT 4 EPIMIT,NO. E ASSESSOR PARCEL NUMBER 96-080-119 ZONING BUILDING PERMI OWNER TELEPHONE 343-6630 SO. FT. OCC. BUILDING U OWNER'S MAILING ADDRESS 382 14n1low Oak Lane, haslet 95926 CONTRACTOR'S NAME TELEPHONE CONTW14 OR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 15.00 382 HnIlow Oak Lane, hasset Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ® Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G W @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities [I Installation❑ Other ❑ Describe work: Renew Main Service Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 1 18.50 18.50 Main service 200ATO1000AI CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason _37.50 NEW CONST. ( DWELLING OCCUR.&) 3.54sq.ft. OR ADDNS. l ACC. BLDGS. / NEW CONSTR ULTI.OUTLET NO N.R ESID BRANCH CRC., TS @ 5-00 POWER APPARATUS e SINGLE OUTLET CIR. ) Ex. OCcup(OUTLETS OR FIXTURES 20 @ 76 FIXED APPLNS. OR EX. Occup. OUTLETS (RESID,: EA.) 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 9 1 15.00 1 15.0 15.00 Permit Fee $ 63.50 — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling 9 Hood 6.50 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilitiesjudgments costs, and expenses ich may in an way accrue =agait�nty�unce the granti g of this permit Date v Signature of Applicant — Owne Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and de olition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ DCC CONST TYPE I TOTAL FEE $ 63.50 HAz DFEES IMP FLOOD CDF PARCEL PD HD IssuE 4 This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work Indiced abov or which fees have been paid. DI OOF PUBLIC WORKS By Date IZ V Z —9 PE EXPIRES Date � � —/Z -9Z Receipt No. I-9�.-3g WHITE-D.P.W., YELLOW-ASSQSSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT 2 R .. .-+as • _ •�-.� , ...r... .,... „ a 'v1`rF'l l�y�. 3�F'+"'�irij'pdRT7"..'7y`a {��,{'1;"_ �'M.k.f'� ^n��SS. ` COUNTY OF BUTTE DEPS/ t' ART EfjlT�OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILL ; COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - OrovilFe, Ccalif6rnia 95965 - Telephone: 916.'538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER c)s-%-opo — -O(3C) ZONING BUILDING PERMIT OWNrI VA �n v3 -613 0 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS I 3f5�L HoUao CONT A T AIyJ,F' TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILINGADDRESSFiling Fee $ 1.55.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS 3 �� c. Lr�. Ca I� Cry �ssab Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap I 5.001 Solar or heat pump water heater 1 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF Duplex[] Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 1 15.00 Mobile Home I S I G JW I @ 15.00 TYPE OF WOR New❑ Add ition❑ Remodel❑ Utilities Ins allation❑ 0th r Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 00V OR LESS 200AORLESS �, CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): am licensed under provisions of Chapt. 9, Div. 3 of the Business Professions Code and my license is in full force and effect. Ido. Classification as the owner, or my employees with wages as their sole compen-Ex. sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) El I, I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 20GATO 1000AI NEW CONST. / DWELLING OCCUP.�OR ADDNS. ( ACC. BLDGS. rlEwCONSTR. r ULTI.OUTLETNON. P.ESIO. BRANCH CIRC ITSI N37.501 POWER APPARATUS aand (SINGLE OUTLET CIR.)License Ex. Occup(OUTLETS OR FIXTURE Occup. ou LETS ED PIRESID IREA. Temporary service 15.00 Home•Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating Cooling g Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County or Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the'granting of this permit. X Date Si nature A - g pp Owner El ❑ Agent ❑ Applicant of An OSHA permit is required for excavations over 5'0" deep and demolition or construct - ion of structures over 3 stories in height. Mobile Home Installation Fee S Ener Inspection Fee Energy P $ occ CONST TYPE TOTAL FEE $ J IS '6j HA2 1 1) FEES I IMP FLOOD CDF PARCEL PD HD I ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC BY PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date Receipt No. ��?, / -3 X WHITE-D.P.W.. E'/ILLOW-ASSESSOR. PINK•INSPECTOR. GOLDENROD -APPLICANT PRE-INSPECTIQN a OWNER : , //(,/DATE LOCATION: o�� LACE O� L /Z � A.P. CONTRACTOR: y�/��LC/ ZONING ---------------------------------------------------------------------------------- PRE-INSPECTION FOR: pr- (�� IMAI `�' DATE TO INSPECTOR PERMIT HISTORY: NONE 7 F-1 AS FOLLOWS: II TYPE OF OCCUPANCY �L S cQ e,v-� i ate` FIELD - INFORMATION BUILDING USAGE: is i d e TENNANT: OCCUPIED Qa HAS ELECTRICHAS GAS S SANITATION FACILITIES Q HEATED -COOLED PERSON CONTACTED C k r i 5 �-i ,y c,_ c� 5 �.✓ OTHER COMMENTS: W v AVO Ore Aoa5� CL n 1; G c, k 5 4- i P /GAG g, ! •Ljo4 46 00, ACTION COMMENDED: ISSUE 0 HOLD FOR OTHER: BY DATEa DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 PROJECT SCOPE: Page: 1 Job No: 1039 Date: October 2001 Bravo/Hardy House PROVIDE ENGINEERING FOR THE UNPERMITTED PORTIONS OF AN EXISTING WOOD FRAMED HOUSE. CHECK EXISTING ROOF AND FLOOR FRAMING MEMBERS. MAKE NECESSARY ADDITIONAL PROVISIONS FOR EXISTING CONSTRUCTION ELEMENTS THAT DO NOT MEET CODE REQUIREMENTS. PERFORM A SEISMIC/WIND ANALYSIS AND CHECK SHEAR WALL PROVISIONS. DESIGN DATA: UNIFORM BUILDING CODE SEISMIC ZONE WIND SPEED WIND EXPOSURE CONCRETE COMPRESSIVE STRENGTH (f c) REINFORCING STEEL YIELD STRENGTH (fy) STRUCTURAL STEEL GRADE: SHAPES AND PLATE PIPE TUBE GLUE -LAMINATED BEAM COMBINATION SYMBOL: SIMPLE SPAN BEAMS CONTINUOUS AND CANTILEVERED BEAMS WOOD FRAMING SPECIES GRADING AGENCY ALLOWABLE SOIL BEARING PRESSURE ROOF LOADING (SLOPE 4:12) ROOFING 2.5 PSF PLYWOOD 1.5 PSF FRAMING 1.7 PSF GYP BD CLG 2.2 PSF INSULATION 0.5 PSF MECH/ELEC/MISC 1.6 PSF DL = 10.0 PSF LL = 16.0 PSF 1997 EDITION ZONE 3 75 MPH EXPOSURE B 2500 PSI 60 KSI A36 A53 GRD. B A500 GRD. B (46KS1) 24F -V4 24F -V8 DOUGLAS FIR LARCH WWPA 1200 PSF FLOOR LOADING PLYWOOD 1.8 PSF FLOOR JOISTS 2.5 PSF GYP BD CLG 2.2 PSF MECH/ELEC/MISC 2_5 PSF DL = 9.0 PSF LL = 40.0 PSF' aD DANIEL J. DOBBIE Q Q Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 OFFICE ROOF RAFTERS (4:12 PITCH) DESIGN DATA: HORIZONTAL RAFTER LENGTH (HL) RAFTER PITCH HEIGHT (P) (4:12, P=4) SLOPE FACTOR (SF) TRUE PURLIN LENGTH (L.) ROOF DEAD LOAD (DL) ROOF LIVE LOAD (LL) REDUCE LIVE LOAD FOR HORIZONTAL PROJ. (LU) TOTAL ROOF LOAD (TL) RAFTER SPACING (s) UNIFORM TOTAL LOAD (wtl) RESULTANTS: END REACTION (R) MAXIMUM BENDING MOMENT (M) TRIAL RAFTER SIZE: ,RAFTER DEPTH (d) RAFTER RESISTIVE SHEAR (Vr) 'RAFTER RESISTIVE MOMENT (Mr) MOMENT OF INERTIA (1) MODULUS OF ELASTICITY (E) EI VALUE (EI) RAFTER VALUES: LOAD DURATION FACTOR (Cd) i MAXIMUM HORIZONTAL SHEAR (V) = R - wd * d ADJUSTED RESISTIVE SHEAR (Vr') = Cd * Vr 'ADJUSTED RESISTIVE MOMENT (Mr') = Cd * Mr DEFLECTION: TOTAL LOAD DEFLECTION SPAN/DEFLECTION RATIO (TL) OFFICE ROOF RAFTERS: Page: 2 Job No: 1039 Date: October 2001 Bravo/Hardy House 9.00 FT 4:12 1.054 9.49 FT 10 PSF 16 PSF 15 PSF 25 PSF 16 IN 0.034 KLF 0.16 KIPS 0.38 KIP FT 2x8#2 7.25 IN 0.688 KIPS 1.32 KIP FT 47.63 1N^4 1600 KSI 76208 KSI 1.25 ROOF 0.14 KIPS 0.86 KIPS OK 1.65 KIP FT OK 0.080 IN. L/ 1418 OK 2x8#2@16"ox. EXISTING RAFTERS ADEQUATE DANIEL J. DOBBIE Page: 3 \rjn Professional Engineer Job No: 1039 20 Mayfair Drive Date: October 2001 Chico, CA 95973-0707 Bravo/Hardy House Phone/Fax (530) 345-4743 KITCHEN ROOF RAFTERS (5:12 PITCH) DESIGN DATA: HORIZONTAL RAFTER LENGTH (HL) 8.00 FT RAFTER PITCH HEIGHT (P) (4:12, P=4) 5 :12 SLOPE FACTOR (SF) 1.083 TRUE PURLIN LENGTH (L) 8.67 FT ROOF DEAD LOAD (DL) 10 PSF ROOF LIVE LOAD (LL) 16 PSF REDUCE LIVE LOAD FOR HORIZONTAL PROJ. (LL') 15 PSF TOTAL ROOF LOAD (TL) 25 PSF RAFTER SPACING (s) 24 IN UNIFORM TOTAL LOAD (wd) 0.050 KLF RESULTANTS: END REACTION (R) 0.21 KIPS MAXIMUM BENDING -MOMENT (M) 0.47 KIP FT TRIAL RAFTER SIZE: 2 x 6 #2 'RAFTER DEPTH (d) 5.5 IN RAFTER, RESISTIVE SHEAR (Vr) 0.523 KIPS RAFTER RESISTIVE MOMENT (Mr) 0.824 KIP FT MOMENT OF INERTIA (1) 20.79 IN"4 MODULUS OF ELASTICITY (E) 1600 KSI EI VALUE (EI) 33264 KSI 'RAFTER VALUES: 'LOAD DURATION FACTOR (Cd) 1.25 ROOF MAXIMUM HORIZONTAL SHEAR (V) = R - wtl " d 0.19 KIPS ADJUSTED RESISTIVE SHEAR (W) = Cd " Vr 0.65 KIPS OK ADJUSTED RESISTIVE MOMENT (Mr') = Cd " Mr 1.03 .KIP FT OK DEFLECTION: 'TOTAL LOAD DEFLECTION 0.189 IN SPAN/DEFLECTION RATIO (TL) L/ 550. OK KITCHEN ROOF RAFTERS: 2 x 6 # 2 @ 24" O.C. EXISTING RAFTERS ADEQUATE i DANIEL J. DOBBIE Page: 4 aD Professional Engineer' Job No: 1039 20 Mayfair Drive Date: October 2001 Chico, CA 95973-0707 Bravo/Hardy House Phone/Fax (530) 345-4743 t LIVING ROOM ROOF RAFTERS (5:12 PITCH) DESIGN DATA: HORIZONTAL RAFTER LENGTH (HL) 11.75 FT RAFTER PITCH HEIGHT (P) (4:12, P=4) 5:12 SLOPE FACTOR (SF) 1.083 TRUE PURLIN LENGTH (L) 12.73 FT ROOF DEAD LOAD (DL) 10 PSF ROOF LIVE LOAD (LL) 16 PSF REDUCE LIVE LOAD FOR HORIZONTAL PROJ. (LL') 15 PSF TOTAL ROOF LOAD (TL). 25 PSF RAFTER SPACING (s) 24 IN UNIFORM TOTAL LOAD (wtl) 0.050 KLF RESULTANTS: END REACTION (R) 0.32 KIPS MAXIMUM BENDING MOMENT (M) 1.00 KIP FT TRIAL RAFTER SIZE: 2 x 6 #2 RAFTER DEPTH (d) 5.5 IN RAFTER RESISTIVE SHEAR (Vr) 0.523 KIPS ,RAFTER RESISTIVE MOMENT (Mr) 0.824 KIP FT .MOMENT OF INERTIA (I) 20.79 INA4, MODULUS OF ELASTICITY (E) 1600 KSI EI VALUE (EI) 33264 KSI RAFTER VALUES: LOAD DURATION FACTOR (Cd) 1.25 ROOF, MAXIMUM HORIZONTAL SHEAR (V) = R - wtl " d 0.29 KIPS ADJUSTED RESISTIVE SHEAR (Vr') = Cd " Vr 0.65 KIPS OK ADJUSTED RESISTIVE MOMENT (Mr') = Cd " Mr 1.03 KIP FT OK DEFLECTION: TOTAL LOAD DEFLECTION 0.880 IN SPAN/DEFLECTION RATIO (TL) L/ 174 OK LIVING ROOM ROOF RAFTERS 2 x 6 # 2 @ 24" o.c. EXISTING RAFTERS ADEQUATE z ,r aD DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 OFFICE ENTRY ROOF BEAM DESIGN DATA: Page: 5 Job No: 1039 Date: October 2001 Bravo/Hardy House MAX SPAN LENGTH (L) 9 FT TRIBUTARY WIDTH (W) 0 FT TRIBUTARY AREA (Atrib) 102 SQ FT LIVE LOAD (LL) 16 PSF DEAD LOAD (DL) 10 PSF TOTAL LOAD (TL) 26 PSF BEAM (wb) 0.025 KLF CONCENTRATED LOAD NOT AT MIDSPAN (Pconc) 0.53 KIPS LOCATION Pconc FROM LEFT SUPPORT (>L/2) 6 FT UNIFORM DEAD LOAD (wdl) wdl = W*DL + wb 0.025 KLF UNIFORM LIVE LOAD (wll) 0.000 KLF TOTAL UNIFORM LOAD (wtl) 0.025 KLF CONCENTRATED LOAD MIDSPAN (Pms) 0 KIPS RESULTS: RIGHT REACTION (Rr) 0.47 KIPS LEFT REACTION (RI) 0.29 KIPS LOCATION ZERO SHEAR FROM LEFT SUPPORT (z) 6.00 FT MAXIMUM BENDING MOMENT DUE TO Pconc (Mconc) 1.1 KIP FT MAXIMUM BENDING MOMENT DUE TO UDL (Mw) 0.2 KIP FT MAXIMUM BENDING MOMENT DUE TO Pms (Mms) 0.0 KIP FT TOTAL BENDING MOMENT (Mtot) 1.3 KIP FT TRIAL SIZE: 4 x 8 #1 BEAM DEPTH (d) 7.25 IN BEAM WIDTH (b) 3.5 IN MOMENT OF INERTIA (1) 111.1 IN^4 RESISTIVE SHEAR BASE VALUE (Vr) 1.6 KIPS RESISTIVE MOMENT BASE VALUE (Mr) 3.32 KIP FT LOAD DURATION & VOLUME FACTOR ADJUSTMENT: LOAD DURATION FACTOR (Cd) (SNO,ROOF,EQ,IMP) 1.25 ROOF MAXIMUM SHEAR (Vmax) Vmax = Pmax - (w * d/12) 0.45 KIPS FINAL RESISTIVE SHEAR (Vr') Ve = Vr * Cd 2.00 KIPS VOLUME FACTORS (Cv) Cv = k(12/d)^.1 * (5.125/b)".1 * (21/L)^.1 k = 1.00 UNIFORMLY DISTRIBUTED LOAD (Cvw) 1.189 k = 1.09 CONC LOAD MIDSPAN (Cvms) 1.296 COMPOSITE VOLUME FACTOR (Cv') 0.208 NOT APPL Cv' = ((Cvconc*Mconc)+(Cvw*Mw)+(Cvms*Mms))/Mtot FINAL RESISTIVE MOMENT (Me) Mr' = Mr * Cd 4.15 KIP FT DEFLECTION: DEFLECTION DUE TO Pconc (Dconc) 0.055 IN DEFLECTION DUE TO wtl (Dwtl) 0.018 IN DEFLECTION DUE TO Pms (Dms) 0.000 IN TOTAL DEFLECTION MIDSPAN.(Dt) 0.073 IN DEFLECTION/SPAN RATIO L/ 1471 DEAD LOAD DEFLECTION (Ddl) Ddl = Dt * DL/TL 0.040 IN CAMBER (C) C = Ddl * 1.25 0.050 IN OFFICE ENTRY ROOF BEAMS: 4 x 8 #1 ADEQUATE OK OK [JJ aD DANIEL J. DOBBIE Page: 6 Q Q Professional Engineer Job No: 1039 20 Mayfair Drive Date: October 2001 Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Bravo/Hardy House LIVING ROOM CEILING BEAM SIMPLE SPAN BEAM DESIGN DATA: SPAN LENGTH (L) 19 FT TRIBUTARY ROOF WIDTH (Wr) 12 FT ROOF DEAD LOAD (RDL) 10 PSF ROOF LIVE LOAD (RLL) 16 PSF UNIFORM ROOF DEAD LOAD (URDL) 0.120 KLF UNIFORM ROOF LIVE LOAD (URLL) 0.192 KLF UNIFORM BEAM DEAD LOAD (URDL) 0.015 KLF TOTAL UNIFORM LOAD (TUL) 0.327 KLF RESULTS: 1.25 ROOF MAXIMUM REACTION (Rmax) 3.11 KIPS MAXIMUM BENDING MOMENT (Mmax) 14.8 KIP FT TRIAL SIZE: 4 x 10 #1 BEAM DEPTH (d) 9.25 IN ' BEAM WIDTH (b) 3.5 IN MOMENT OF INERTIA (1) 230.8 IN^4 MODULUS OF ELASTICITY (E) 1700 KSI RESISTIVE SHEAR BASE VALUE (Vr) 2.05 KIPS RESISTIVE MOMENT BASE VALUE (Mr) 4.99 KIP FT LOAD DURATION & VOLUME FACTOR ADJUSTMENT: ROOF LOAD DURATION FACTOR (Cdr) (SNO:ROOF) 1.25 ROOF MAXIMUM SHEAR (Vmax) Vmax = Pmax - (w * d/12) 2.85 KIPS FINAL RESISTIVE SHEAR (Vr') Vr' = Vr * Cd 2.56 KIPS NO GOOD VOLUME FACTORS (Cv) 1.077 NOT APPL Cv = k(12/d)".1 * (5.125/b)^.1 * (21/L)^.1 LOADING CONDITION FACTOR (k) k = 1.00 UNIFORMLY DISTRIBUTED LOAD (Cvw) ADJUSTED RESISTIVE MOMENT (Mr') Mr'=Mr*Cd' 6.2 KIP FT NO GOOD DEFLECTION: DEFLECTION DUE TO TUL (Dtul) 2.444 IN DEFLECTION/SPAN RATIO L / 93 OK DEAD LOAD DEFLECTION (Ddl) Ddl = Dt * DL/TL 1.009 IN CAMBER (C) C = Ddl * 1.25 1.261 IN LIVING ROOM CEILING BEAM: 4x10#1 NO GOOD, REDUCE SPAN BY ADDING A NEW POST DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Page: 7 Job No: 1039 Date: October 2001 Bravo/Hardy House LIVING ROOM CEILING BEAM (ADD POST) SIMPLE SPAN BEAM DESIGN DATA: SPAN LENGTH (L) 12 FT TRIBUTARY ROOF WIDTH (Wr) 12 FT ROOF DEAD LOAD (RDL) 10 PSF ROOF LIVE LOAD (RLL) 16 PSF UNIFORM ROOF DEAD LOAD (URDL) 0.120 KLF UNIFORM ROOF LIVE LOAD (URLL) 0.192 KLF UNIFORM BEAM DEAD LOAD (UBDL) 0.015 KLF TOTAL UNIFORM LOAD (TUL) 0.327 KLF RESULTS: MAXIMUM REACTION (Rmax) 1.96 KIPS MAXIMUM BENDING MOMENT (Mmax) 5.9 KIP FT TRIAL SIZE: 4 x 10 #1 BEAM DEPTH (d) 9.25 IN BEAM WIDTH (b) 3.5 IN MOMENT OF INERTIA (1) 230.8 IN"4 MODULUS OF ELASTICITY (E) 1700 KSI RESISTIVE SHEAR BASE VALUE (Vr) 2.05 KIPS RESISTIVE MOMENT BASE VALUE (Mr) 4.99 KIP FT LOAD DURATION & VOLUME FACTOR ADJUSTMENT: ROOF LOAD DURATION FACTOR- (Cdr) (SNO,ROOF) MAXIMUM SHEAR (Vmax) Vmax = Pmax - (w * d/12) FINAL RESISTIVE SHEAR (Vr') Vr' = Vr * Cd VOLUME FACTORS (Cv) Cv = k(12/d)^.1 * (5.125/b)1.1 * (21/L)^.1 LOADING CONDITION FACTOR (k) k = 1.00 UNIFORMLY DISTRIBUTED LOAD (Cvw) ADJUSTED RESISTIVE MOMENT (Me) Mr'=Mr*Cd' 1.25 ROOF 1.71 KIPS 2.56 KIPS OK 1.128 NOT APPL 6.2 KIP FT OK DEFLECTION: DEFLECTION DUE TO TUL (Dtul) 0.389 IN DEFLECTION/SPAN RATIO L / 370 DEAD LOAD DEFLECTION (Ddl) Ddl = Dt * DL/TL 0.161 IN CAMBER (C) C = Ddl * 1.25 0.201 IN OK LIVING ROOM CEILING BEAM: 4x10#1 OK IF MAXIMUM SPAN IS 12'- 0" OR LESS ADD POST TO REDUCE SPAN DANIEL J. DOBBIE Page: 8 aD Professional Engineer Job No: 1039 20 Mayfair Drive Date: October 2001 Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Bravo/Hardy House SAWN WOOD POSTS AT EXISTING CEILING BEAM DESIGN DATA: UNITS 99 NDS TABLE 4D DESIGN VALUES FOR VISUALLY GRADED TIMBERS SPECIES AND COMMERCIAL GRADE: DOUGLAS FIR - LARCH SIZE CLASSIFICATION: POST AND TIMBERS + GRADING AGENCY: WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) COMPRESSION PARALLEL TO GRAIN (Fc) 1.000 KSI MODULUS OF ELASTICITY (E) 1600000 PSI NDS SECTION 3.7.1 SOLID -COLUMN DESIGN: FOOTING SIZE: FOOTING THICKNESS (t) F'c=Fc((1 +(Fce/Fc))/2c'-(((1 +(Fce/Fc))/2c')^2-(Fce/Fc)/c')^0.5) SAWN LUMBER COEFFICIENT (c') 0.8 VISUALLY GRADED LUMBER COEFFICIENT (Kce) 0.3 COMPRESSION COEFFICIENT (Fce) Fce=(KceE)/(le/d)"2 BUCKLING FACTOR (Ke) 1.0 DESIGN DATA: 8.5 IN UNSUPPORTED LENGTH (1) 8.00 FEET EFFECTIVE LENGTH (le) 96 INCHES LEAST POST DIMENSION (d) (UNSUPPPORTED) 3.5 INCHES le/d RATIO 27.43 4 x 4 POST CROSS SECTIONAL AREA (A) 12.25 SQ IN DESIGN RESULTANTS: 0.00018 < pmin COMPRESSION COEFFICIENT (Fce) 638.0 ALLOWABLE COMPRESSION PARALLEL TO GRAIN (Fc) 0:523 KSI ALLOWABLE POST LOAD (Pa) 6.41 KIPS ACTUAL POST LOAD (Pac) 3.48 KIPS NEW POST: (TO NEW FOOTING) 4 x 4 #1 FOOTING AT NEW POST DESIGN DATA: ALLOWABLE SOIL BEARING PRESSURE 1000 PSF CONCRETE COMPRESSIVE STRENGTH (Pc) 2500 PSI REINFORCING STEEL YIELD STRENGTH (fy) 60000 PSI LOADING DATA: ' DEAD POINT LOAD (Pdl) 1.47 KIPS LIVE POINT LOAD (PII) 2.01 KIPS TOTAL POINT LOAD (Ptl) 3.48 KIPS FOOTING SIZE: FOOTING THICKNESS (t) 12.00 IN AREA REQUIRED FOR BEARING (Areq) 3.48 FT"2 SIDE LENGTH FOR SQUARE FOOTING (L) 1.87 FT USE SQUARE FOOTING SIZE: 2.00 FT FOOTING DESIGN: REINFORCING DEPTH (d) d = t*12 - 3.5 8.5 IN STRENGTH REDUCTION FACTOR (phi) 0.9 ULTIMATE DEAD LOAD (Pudl) Pudl = Pdl * 1.4 2.1 KIPS ULTIMATE LIVE LOAD (Pull) Pull = PII * 1.7 3.4 KIPS RESULTANT ULTIMATE SOIL PRESSURE (qu) 1.369 KSF ULTIMATE MOMENT (Mu) 1.4 KIP FT REINFORCING STEEL RATIO (p) 0.00018 < pmin USE: REINFORCING STEEL RATIO (p') p'= p*1.33 0.00023 AREA OF REINFORCING STEEL REQUIRED (Asreq'd) • 0.048 IN^2 USE: 2 - #4 EACH WAY As = 0.40 IN^2 POST FOOTING: 2'- 0" SQUARE x 12" THK. W/ 2 - #4 EA WAY \Don DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 KITCHEN HEADER BEAM UNDER RIDGE F DESIGN DATA: SPAN LENGTH (L) TRIBUTARY ROOF WIDTH (Wr) TRIBUTARY FLOOR WIDTH (Wf) ROOF DEAD LOAD (RDL) ROOF LIVE LOAD (RLL) FLOOR DEAD LOAD (FDL) FLOOR LIVE LOAD (FLL) UNIFORM ROOF DEAD LOAD (URDL) UNIFORM ROOF LIVE LOAD (URLL) UNIFORM FLOOR DEAD LOAD (UFDL) UNIFORM FLOOR LIVE LOAD (UFLL) UNIFORM WALL DEAD LOAD (UWDL) TOTAL UNIFORM LOAD (TUL) RESULTS: MAXIMUM REACTION (Rmax) MAXIMUM BENDING MOMENT (Mmax) TRIAL SIZE: BEAM DEPTH (d) BEAM WIDTH (b) MOMENT OF INERTIA (1) MODULUS OF ELASTICITY (E) ALLOWABLE BENDING (Fb) (SIZE FACTOR INCLUDED) RESISTIVE SHEAR BASE VALUE (Vr) RESISTIVE MOMENT BASE VALUE (Mr) LOAD DURATION & VOLUME FACTOR ADJUSTMENT: ROOF LOAD DURATION FACTOR (Cdr) (SNO,ROOF) FLOOR LOAD DURATION FACTOR (Cdf) (NORMAL) COMPOSITE LOAD DURATION FACTOR (Cd') MAXIMUM SHEAR (Vmax) Vmax = Pmax - (w * d/12) FINAL RESISTIVE SHEAR (Ve) Vr' = Vr * Cd VOLUME FACTORS (Cv)=k(12/d)^.1 *(5.125/b)^.1 *(21 /L)^.1 LOADING CONDITION FACTOR (k) k = 1.00 UNIFORMLY DISTRIBUTED LOAD (Cvw) ADJUSTED RESISTIVE MOMENT (Me) Mr' = Mr * Cd' UNSUPPORTED COMPRESSION FLANGE: SLENDERNESS FACTOR (RB) RB = (le*d/b^2)".5 FACTOR (lu / d) EFFECTIVE LENGTH (le) le = 1.63 lu + 3 d FACTOR (KbE) (VISUALLY GRADED) FACTOR (FBe) FBe = KbE*E/RB^2 FINAL ADJUSTED RESISTIVE BENDING MOMENT (Me') DEFLECTION: DEFLECTION DUE TO TUL (Dtul) DEFLECTION/SPAN RATIO DEAD LOAD DEFLECTION (Ddl) Ddl = Dt * DL/TL CAMBER (C) C = Ddl * 1.25 KITCHEN HEADER UNDER RIDGE: Page: 9 Job No: 1039 Date: October 2001 Bravo/Hardy House 7.5 FT 12 FT 0 FT 10 PSF 16 PSF 0 PSF 0 PSF 0.120 KLF 0.192 KLF 0.000 KLF 0.000 KLF 0.025 KLF 0.337 KLF 1.26 KIPS 2.4 KIP FT 4x10#1 9.25 IN 3.5 IN 230.8 IN^4 1700 KSI 1.200 KSI 2.05 KIPS 4.36 KIP FT 1.25 ROOF 1.00 NORMAL 1.250 1.00 KIPS 2.56 KIPS 1.182 NOT APPL OK 5.5 KIP FT OK 11.5 9.7 174 IN 0.438 5.653 5.4 KIP FT 0.061 IN L / 1472 0.026 IN 0.033 IN 4 x 10 #1 ADEQUATE >7 OK OK NA aD DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 HEADER BEAM OVER LIVING ROOM ENTRY DESIGN DATA: Page: 10 Job No: 1039 Date: October 2001 Bravo/Hardy House MAX SPAN LENGTH (L) 3.5 FT TRIBUTARY WIDTH (W) 0 FT TRIBUTARY AREA (Atrib) 102 SQ FT LIVE LOAD (LL) 16 PSF DEAD LOAD (DL) 10 PSF TOTAL LOAD (TL) 26 PSF BEAM (wb) 0.03 KLF CONCENTRATED LOAD NOT AT MIDSPAN (Pconc) 0 KIPS LOCATION Pconc FROM LEFT SUPPORT (>U2) 0 FT UNIFORM DEAD LOAD (wdl) wdl = W*DL + wb 0.030 KLF UNIFORM LIVE LOAD (wll) 0.000 KLF TOTAL UNIFORM LOAD (wtl) 0.030 KLF CONCENTRATED LOAD MIDSPAN (Pms) 1.96 KIPS RESULTS: RIGHT REACTION (Rr) 1.03 KIPS LEFT REACTION (RI) 1.03 KIPS LOCATION ZERO SHEAR FROM LEFT SUPPORT (z) 1.75 FT MAXIMUM BENDING MOMENT DUE TO Pconc (Mconc) 0.0 KIP FT MAXIMUM BENDING MOMENT DUE TO UDL (Mw) 0.0 KIP FT MAXIMUM BENDING MOMENT DUE TO Pms (Mms) 1.7 KIP FT TOTAL BENDING MOMENT (Mtot) 1.8 KIP FT TRIAL SIZE: 4 x 6 #1 BEAM DEPTH (d) 5.5 IN BEAM WIDTH (b) 3.5 IN MOMENT OF INERTIA (1) 48.52 IN^4 ALLOWBLE BENDING STRESS (Fb) 1.300 KSI RESISTIVE SHEAR BASE VALUE (Vr) 1.22 KIPS RESISTIVE MOMENT BASE VALUE (Mr) 1.91 KIP FT LOAD DURATION & VOLUME FACTOR ADJUSTMENT: LOAD DURATION FACTOR (Cd) (SNO,ROOF,EQ,IMP) 1.25 ROOF MAXIMUM SHEAR (Vmax) Vmax = Pmax - (w * d/12) 1.02 KIPS FINAL RESISTIVE SHEAR (Ve) Vr' = Vr * Cd 1.53 KIPS VOLUME FACTORS (Cv) Cv = k(12/d)^.1 * (5.125/b)^.1 * (21/L)^.1 k = 1.00 UNIFORMLY DISTRIBUTED LOAD (Cvw) 1.344 k = 1.09 CONC LOAD MIDSPAN (Cvms) 1.464 COMPOSITE VOLUME FACTOR (Cv') 1.461 NOT APPL Cv' = ((Cvconc*Mconc)+(Cvw*Mw)+(Cvms*Mms))/Mtot FINAL RESISTIVE MOMENT (Me) Mr' = Mr * Cd 2.39 KIP FT UNSUPPORTED COMPRESSION FLANGE: SLENDERNESS FACTOR (RB) RB = (le*d/b^2)^.5 4.8 FACTOR (lu / d) 7.6 EFFECTIVE LENGTH (le) le = 1.63 lu + 3 d 51 IN FACTOR (KbE) (VISUALLY INSPECTED) 0.438 FACTOR (FBe) FBe = KbE*E/RB^2 34.614 FINAL ADJUSTED RESISTIVE BENDING MOMENT (Mr") 2.38 KIP FT DEFLECTION: DEFLECTION DUE TO Pconc (Dconc) 0.000 IN DEFLECTION DUE TO wtl (Dwtl) 0.001 IN DEFLECTION DUE TO Pms (Dms) 0.035 IN TOTAL DEFLECTION MIDSPAN (Dt) 0.036 IN DEFLECTION/SPAN RATIO L/ 1173 DEAD LOAD DEFLECTION (Ddl) Ddl = Dt * DL/TL 0.019 IN CAMBER (C) C = Ddl * 1.25 0.024 IN HEADER BEAM LIVING ROOM ENTRY: 4 x 6 #1 ADEQUATE OK OK >7 C•1'l NA DANIEL J. DOBBIE Page: 11 \Den Professional Engineer Job No: 1039 20 Mayfair Drive Date: October 2001 Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Bravo/Hardy House HEADER BEAM OVER OFFICE ENTRY DESIGN DATA: MAX SPAN LENGTH (L) 6.5 FT TRIBUTARY WIDTH (W) 4.5 FT TRIBUTARY AREA (Atrib) 36 SQ FT LIVE LOAD (LL) 16 PSF DEAD LOAD (DL) 10 PSF TOTAL LOAD (TL) 26 PSF BEAM (wb) 0.135 KLF CONCENTRATED LOAD NOT AT MIDSPAN (Pconc) 0 KIPS LOCATION Pconc FROM LEFT SUPPORT (>L/2) - OFT. UNIFORM DEAD LOAD (wdl) wdl = W*DL + wb 0.180 KLF UNIFORM LIVE LOAD (wll) 0.072 KLF TOTAL UNIFORM LOAD (wtl) 0.252 KLF CONCENTRATED LOAD MIDSPAN (Pms) 0 KIPS RESULTS: RIGHT REACTION (Rr) 0.82 KIPS LEFT REACTION (RI) 0.82 KIPS LOCATION ZERO SHEAR FROM LEFT SUPPORT (z) 3.25 FT MAXIMUM BENDING MOMENT DUE TO Pconc (Mconc) 0.0 KIP FT MAXIMUM BENDING MOMENT DUE TO UDL (Mw) 1.3 KIP FT MAXIMUM BENDING MOMENT DUE TO Pms (Mms) 0.0 KIP FT TOTAL BENDING MOMENT (Mtot) 1.3 KIP FT TRIAL SIZE: 4 x 10 #1 BEAM DEPTH (d) 9.25 IN BEAM WIDTH (b) 3.5 IN MOMENT OF INERTIA (1) 230.8 IN^4 ALLOWBLE BENDING STRESS (Fb) 1.200 KSI RESISTIVE SHEAR BASE VALUE (Vr) 2.05 KIPS RESISTIVE MOMENT BASE VALUE (Mr) 4.99 KIP FT LOAD DURATION & VOLUME FACTOR ADJUSTMENT: LOAD DURATION FACTOR (Cd) (SNO,ROOF,EQ,IMP) MAXIMUM SHEAR (Vmax) Vmax = Pmax - (w * d/12) FINAL RESISTIVE SHEAR (Vr') Vr' = Vr * Cd VOLUME FACTORS (Cv) Cv = k(12/d)^.1 * (5.125/b)^.1 k = 1.00 UNIFORMLY DISTRIBUTED LOAD (Cvw) k = 1.09 CONC LOAD MIDSPAN (Cvms) COMPOSITE VOLUME FACTOR (Cv') Cv' = ((Cvconc*Mconc)+(Cvw*Mw)+(Cvms*Mms))/Mtot FINAL RESISTIVE MOMENT (Mr) Mr = Mr * Cd UNSUPPORTED COMPRESSION FLANGE: SLENDERNESS FACTOR (RB) RB = (le*d/b^2)^.5 FACTOR (lu / d) EFFECTIVE LENGTH (le) le = 1.63 lu + 3 d FACTOR (KbE) (VISUALLY INSPECTED) FACTOR (FBe) FBe = KbE*E/RB"2 FINAL ADJUSTED RESISTIVE BENDING MOMENT (Mr") DEFLECTION: 1.25 ROOF 0.62 KIPS 2.56 KIPS OK * (21/L)^.1 1.199 1.307 1.199 NOT APPL 6.24 KIP FT OK 10.8 8.4 >7 155 IN 0.438 6.741 6.17 KIP FT OK DEFLECTION DUE TO Pconc (Dconc) 0.000 IN DEFLECTION DUE TO wtl (Dwtl) 0.024 IN DEFLECTION DUE TO Pms (Dms) 0.000 IN TOTAL DEFLECTION MIDSPAN (Dt) 0.024 IN DEFLECTION/SPAN RATIO L / 3202 DEAD LOAD DEFLECTION (Ddl) Ddl = Dt"DL/TL 0.013 IN CAMBER (C) C = Ddl * 1.25 0.017 IN HEADER BEAM AT OFFICE ENTRY: 4 x 10 #1 ADEQUATE NA DANIEL J. DOBBIE Page: 12 aD Professional Engineer Job No: 1039 20 Mayfair Drive Date: October 2001 Chico, CA 95973-0707 , Phone/Fax (530) 345-4743 Bravo/Hardy House OFFICE FLOOR JOIST SIMPLE SPAN, REPEDITIVE, DL + LL LOAD CONDITIONS DESIGN DATA: JOIST SPAN (L) JOIST SPACING (s) LIVE LOAD (LL) DEAD LOAD (DL) (INCLUDING WT. OF JOISTS) UNIFORM LIVE LOAD (wll) UNIFORM DEAD LOAD (wdl) TOTAL UNIFORM LOAD (wt1) RESULTS: END REACTION (Rdl) (DL+LL CONDITION) MAXIMUM BENDING MOMENT (DL+LL CONDITION) MAXIMUM SHEAR (DL+LL CONDITION) JOIST DATA: JOIST DEPTH (d) JOIST RESISTIVE MOMENT (Mr) JOIST RESISTIVE SHEAR (Vr) REPETITVE MEMBER FACTOR (Cr) (INCLD) ADJUSTED JOIST RESISTIVE MOMENT (Mr') ADJUSTED JOIST RESISTIVE SHEAR (W) MOMENT OF INERTIA (1 ) MODULUS OF ELASTICITY (E) EI VALUE (EI) DEFLECTION: TOTAL LOAD DEFLECTION SPAN/DEFLECTION RATIO (TL) LIVE LOAD DEFLECTION SPAN/DEFLECTION RATIO (LL) 9 FT 16 IN 40 PSF 9 PSF 0.053 KLF 0.012 KLF 0.065 KLF 0.29 KIPS 0.66 KIP FT 0.25 KIPS 2x8#2 7.25 IN 1.32 KIP FT 0.688 KIPS 1 1.32 KIP FT 0.688 KIPS 47.63 IN^4 1600 KSI 76208 KSI 0.127 IN L/ 853 0.103 IN L/ 1045 OFFICE FLOOR JOISTS: 2 x 8 #2 @ 16" o.c. ADEQUATE OK OK ' r aD DANIEL J. DOBBIE Page: 13 QQ Professional Engineer Job No: 1039 20 Mayfair Drive Dater October 2001 Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Bravo/Hardy House KITCHEN FLOOR JOIST SIMPLE SPAN, REPEDITIVE, DL'+ LL LOAD CONDITIONS DESIGN DATA: JOIST SPAN (L) 8 FT JOIST SPACING (s) 16 IN LIVE LOAD (LL) 40 PSF DEAD LOAD (DL) (INCLUDING WT. OF JOISTS) 9 PSF. UNIFORM LIVE LOAD (wll) 0.053 KLF UNIFORM DEAD LOAD (wdl) 0.012 KLF TOTAL UNIFORM LOAD (wtl) 0.065 KLF RESULTS: END REACTION (Rdl) (DL+LL CONDITION) 0.26 KIPS MAXIMUM BENDING MOMENT (DL+LL CONDITION) 0.52 KIP FT MAXIMUM SHEAR (DL+LL CONDITION) 0.23 KIPS JOIST DATA: 2 x 6 #2 JOIST DEPTH (d) 5.5 IN JOIST RESISTIVE MOMENT (Mr) 0.824 KIP FT JOIST RESISTIVE SHEAR (Vr) 0.523 KIPS REPETITVE MEMBER FACTOR (Cr) (INCLD) 1 ADJUSTED JOIST RESISTIVE MOMENT (Mr') 0.824 KIP FT ADJUSTED JOIST RESISTIVE SHEAR (Vr') , 0.523 KIPS MOMENT OF INERTIA (1) 20.79 IN^4 MODULUS .OF ELASTICITY (E) 1600 KSI EI VALUE (EI) 33264 KSI DEFLECTION: TOTAL LOAD DEFLECTION 0.181 IN SPAN/DEFLECTION RATIO (TL) L / 530 LIVE LOAD DEFLECTION 0.148 IN SPAN/DEFLECTION RATIO (LL) L/ 650 KITCHEN FLOOR JOISTS: 2 x 6 #2 @ 16" o.c. ADEQUATE OK OK DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 KITCHEN FLOOR GIRDERS SIMPLE SPAN BEAM DESIGN DATA: SPAN LENGTH (L) TRIBUTARY FLOOR WIDTH (Wr) FLOOR DEAD LOAD (RDL) FLOOR LIVE LOAD (RLL) UNIFORM ROOF DEAD LOAD (URDL) UNIFORM ROOF LIVE LOAD (URLL) UNIFORM BEAM DEAD LOAD (UBDL) t TOTAL UNIFORM LOAD (TUL) RESULTS: MAXIMUM REACTION (Rmax) MAXIMUM BENDING MOMENT (Mmax) TRIAL SIZE: BEAM DEPTH (d) BEAM WIDTH (b) i MOMENT OF INERTIA (1) MODULUS OF ELASTICITY (E) RESISTIVE SHEAR BASE VALUE (Vr) RESISTIVE MOMENT BASE VALUE (Mr) LOAD DURATION & VOLUME FACTOR ADJUSTMENT: ROOF LOAD DURATION FACTOR (Cdr) (SNO,ROOF) MAXIMUM SHEAR (Vmax) Vmax = Pmax - (w * d/12) FINAL RESISTIVE SHEAR (Ve) Vr' = Vr * Cd VOLUME FACTORS (CV) Cv = k(12/d)".1 * (5.125/b)^.1 * (21/L)-.1 LOADING CONDITION FACTOR (k) k = 1.00 UNIFORMLY DISTRIBUTED LOAD (Cvw) ADJUSTED RESISTIVE MOMENT (Me) Mr'=Mr*Cd' DEFLECTION: DEFLECTION DUE TO TUL (Dtul) DEFLECTION/SPAN RATIO DEAD LOAD DEFLECTION (Ddl) Ddl = Dt * DL/TL CAMBER (C) C = Ddl * 1.25 KITCHEN FLOOR GIRDERS: ' L/ Page: 14 Job No: 1039 Date: October 2001 Bravo/Hardy House 7 FT 8 FT 9 PSF 40 PSF 0.072 KLF 0.320 KLF 0.015 KLF 0.407 KLF 1.42 KIPS 2.5 KIP FT 6x8#1 7.5 IN 5.5 IN 193.3 IN"4 1600 KSI 2.33 KIPS 5.8 KIP FT 1.00 NORMAL 1.17 KIPS 2.33 KIPS OK 1.162 NOT APPL 5.8 KIP FT OK 0.071 IN 1182 OK 0.015 IN 0.019 IN . 6 x 8 #1 ADEQUATE r f aD DANIEL J. DOBBIE QQ Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 i LIVING ROOM FLOOR GIRDERS SIMPLE SPAN BEAM DESIGN DATA: SPAN LENGTH (L) TRIBUTARY FLOOR WIDTH (Wr) FLOOR DEAD LOAD (RDL) FLOOR LIVE LOAD (RLL) UNIFORM ROOF DEAD LOAD (URDL) UNIFORM ROOF LIVE LOAD (URLL) UNIFORM BEAM DEAD LOAD (UBDL) TOTAL UNIFORM LOAD (TUL) RESULTS: MAXIMUM REACTION (Rmax) MAXIMUM BENDING MOMENT (Mmax) Page: 15 Job No: 1039 Date: October 2001 Bravo/Hardy House 4 FT 4 FT 9 PSF 40 PSF 0.036 KLF 0.160 KLF 0.015 KLF 0.211 KLF 0.42 KIPS 0.42 KIP FT TRIAL SIZE: 4 x 6 #2 BEAM DEPTH (d) 5.5 IN BEAM WIDTH (b) 3.5 IN MOMENT OF INERTIA (1) 48.52 IN^4 MODULUS OF ELASTICITY (E) 1700 KSI RESISTIVE SHEAR BASE VALUE (Vr) 1.22 KIPS RESISTIVE MOMENT BASE VALUE (Mr) 1.67 KIP FT LOAD DURATION & VOLUME FACTOR ADJUSTMENT: ROOF LOAD DURATION FACTOR (Cdr) (SNO,ROOF) 1.00 NORMAL MAXIMUM SHEAR (Vmax) Vmax = Pmax - (w * d/12) 0.33 KIPS FINAL RESISTIVE SHEAR (Vr') Vr' = Vr * Cd 1.22 KIPS OK VOLUME FACTORS (Cv) 1.326 NOT APPL Cv = k(12/d)^.1 * (5.125/b)^.1 * (21/L)^.1 LOADING CONDITION FACTOR (k) k = 1.00 UNIFORMLY DISTRIBUTED LOAD (Cvw) ADJUSTED RESISTIVE MOMENT (Mr') Mr'=Mr*Cd' 1.67 KIP FT OK DEFLECTION: DEFLECTION DUE TO TUL (Dtul) 0.015 IN DEFLECTION/SPAN RATIO ; L / 3258 OK DEAD LOAD DEFLECTION (Ddl) Ddl = Dt * DL/TL 0.004 IN CAMBER (C) C = Ddl * 1.25 0.004 IN LIVING ROOM FLOOR GIRDERS: 4 x 6 #1 @ 4'- 0" ADEQUATE Il DANIEL J. DOBBIE Page: 16 aD Professional Engineer Job No: 1039 20 Mayfair Drive Date: October 2001 Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Bravo/Hardy House OFFICE SEISMIC ANALYSIS SEISMIC FACTOR: V = (3.0 * Ca / R) W SIMPLIFIED DESIGN SEISMIC ZONE: ZONE 3 NEAR SOURCE FACTOR (Na): NOT APPL 1.0 SEISMIC SOURCE TYPE (A, B, OR C): NOT APPL TYPE A CLOSEST DISTANCE SEISMIC SOURCE NOT APPL 2 KM SOIL PROFILE TYPE (S): TYPE SD SEISMIC COEFFICIENT (Ca): 0.36 #VALUEI OVERSTRENGTH COEFFICIENT (R) 5.5 LT FRAMED FINAL SEISMIC FACTOR ( 3.0 * Ca / R) = 0.1964 x W BUILDING MASS (W) (TRANSVERSE DIRECTION): HIGH ROOF: 280 *.010 = 2.8 KIPS INT WALLS: .008 * 8/2 * 0 = 0.0 KIPS EXT WALLS: .010 * 8/2 * 28 * 1 = 1_1 KIPS TOTAL 1.10 KIPS SEISMIC LOAD (Vs) (TRANSVERSE DIRECTION): 0.22 KIPS SEISMIC LOAD FOR ALLOWABLE WORKING STRESS: 0.15 KIPS REDUNDANCY FCTOR (p): = 2 - 20 / (rmax * Ab A0.5) 0.49 <1 USE: 1 TYPE OF SHEAR ELEMENTS SHEARWALLS LENGTH OF HIGHEST STRESSED SHEARWALL (Lsw) 6 FT LOAD TO HIGHEST STRESSED SHEARWALL (Vsw) 0.11 KIPS TOTAL BASE SEISMIC SHEAR (Vs) 0.22 KIPS FACTOR (rmax) = Vsw / Vs * 10 / Lsw 0.83 GROUND FLOOR AREA (Ab). 252 FT^2 AMPLIFICATION FACTOR (omega) 2.8 OFFICE WIND ANALYSIS WIND PRESSURE (P): P = Ce * Cq * qs * Iw WIND EXPOSURE: B EXPOSURE WIND SPEED: 75 MPH -MAXIMUM HEIGHT OF STRUCTURE (H): 12 FT COMBINED HEIGHT, EXPOSURE, AND GUST FACTOR (Ce): ELEV OF WIND EXPOSURE HEIGHT (h) Ce = (h Ce) ABOVE GRADE (FT) . 40'- 60' h1 = 0 0.84 0.00 30'- 40' hl = 0 0.84 0.00 25'- 30' h2 = 0 0.76 0.00 20'- 25' h3 = 0 0.72 0.00 15' - 20' 114 = 0 0.67 0.00 01-15, 115 = 12 0.62 7.44 TOTAL h'= 12 TOTAL (hCe') = 7.44 FINAL FACTOR (Ce'): Ce' = (h Ce') / h' 0.620 PRESSURE COEFFICIENT (Cq) (METHOD 2): 1.3 WIND STAGNATION PRESSURE (qs): 15 PSF WIND IMPORTANCE FACTOR (Iw): 1.00 FINAL WIND PRESSURE (P): 12.09 PSF AREA OF WIND LOADING (TRANSVERSE DIRECTION): BUILDING WIDTH (Wb) (AT GROUND LEVEL): 28 FT ELEVATION OF LOWEST DIAPHRAGM (Hd): 8 FT AREA OF EXPOSURE (Ae): 330 SQ FT ADJUSTED AREA (Ae') (1/2 OF IST LVL TO GRND): 218 SQ FT ADJUSTED PRESSURE LOADING DIAPHRAGM (P') 12.09 PSF WIND LOADING (Vw) (TRANSVERSE DIRECTION): 2.64 KIPS WIND GOVERNS aD DANIEL J. DOBBIE QQ Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 DIAPHRAGM SHEARS ADJUSTED FOR NAILS OTHER THAN COMMON NAILS Page: 18 Job No: 1039 Date: October 2001 Bravo/Hardy House DESIGN DATA: BASE SHEAR VALUES USED FOR COMMON NAILS FROM: MODE Is Z = 1997 UBC TABLE 23-11-H HORIZONTAL WOOD STRUCTURAL PANEL SHEARS 104 LBS 1997 UBC TABLE 23 -II -1-1 WOOD STRUCTURAL PANEL SHEAR WALL SHEARS Z = ADJUSTMENT FACTOR BASED ON NATIONAL DESIGN SPEC SECTION 12.3.1 MODE Ills SIDE MEMBER SPECIES DOUGLAS FIR -LARCH 68 LBS MAIN MEMBER SPECIES DOUGLAS FIR -LARCH 88 LBS YIELD STRENGTH OF NAIL (Fyb) (ASTM F 1667) 90000 PSI Z = DOWEL'BEARING STRENGTH SIDE MEMBER (Fes) 4650 PSI PENETRATION DEPTH FACTOR (Cd): DOWEL BEAR INO, STRENGTH MAIN MEMBER (Fern) 4650 PSI USE ADJUSTMENT FACTORS IN FINAL DIAPHRAGM DESIGN NAIL SELECTION CHART: 0.954 ALLOWABLE LOADS (Z') = Z*Cd TYPE DIAMETER LENGTH 65 LBS 8d COOLER 0.113 2 3/8 0.98 8d BOX 0.113 2 1/2 10d COOLER 0.120 2 7/8 10d BOX 0.128 3 12d BOX 0.128 3 1/4 8d COMMON 0.131 2 1/2 16d BOX 0.135 3 1/2 10d COMMON 0.148 3 12d COMMON 0.148 3 1/4 16d SINKER 0.148 3 1/4 16d COMMON 0.162 3 1/2 SHEAR WALL DIAPHRAGM: STRUCTURAL PANEL THICKNESS (t) 3/8 IN NAIL SIZE USED FOR BASE DESIGN VALUES 8d COMMON NAIL SIZE TO BE USED IN CONSTRUCTION 10d BOX ADJUSTMENT FACTOR: 10d BOX 8d COMMON NAIL DIAMETER (D) 0.128 IN 0.131 IN THICKNESS OF SIDE MEMBER (ts) 3/8 IN 3/8 IN PENETRATION MAIN MEMBER (p) 1.5 IN 1.5 IN FACTOR (KD) 2.2 2.2 FACTOR (Re) = Fem/Fes 1 1 FACTOR (k1) 1.069 1.072 FACTOR (k2) 1917 1.954 FIND LEAST YIELD MODE: MODE Is Z = 101 LBS 104 LBS MODE Illm 101 104 Z = 145 LBS 148 LBS MODE Ills Z = 65 LBS 68 LBS MODE IV 65 68 Z = 88 LBS 92 LBS GOVERNING MODE: Z = 65 LBS 68 LBS PENETRATION DEPTH FACTOR (Cd): Cd = p / 12*D (< 1.0) 0.977 0.954 ALLOWABLE LOADS (Z') = Z*Cd 63 LBS 65 LBS ALLOWABLE SHEAR ADJUSTMENT FACTOR: 0.98 USE: 10d BOX IN LIEU OF 8d COMMON AT SHEAR WALL DIAPHRAGMS DANIEL J. DOBBIE Page: 19 aD Professional Engineer Job N0: 1039 20 Mayfair Drive Date: October 2001 Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Bravo/Hardy House OFFICE SHEAR WALL AT EAST FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = .0121 " 90/2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 0.54 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT 3.33 FT TOT WIDTH = 3.33 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.162 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF ADJUST FACTOR FOR 10d BOX vs. 8d COMMON 0.98 ADJUSTED ALLOWABLE UNIT SHEAR (va') 0.255 KLF A SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 10d BOX @ 6" ox. FIELD NAIL =10d BOX @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (W): 3.33 FT PANEL HEIGHT (H): 8 FT TOTAL SHEAR RESISTED BY PANEL (V): 0.54 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.135 KLF APPLIED LEFT DOWN LOAD (Pld): 0.15 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.15 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: 2/3 OVERTURNING MOMENT (Mo): 2.9 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 0.8 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 2.0 KIP FT LEFT DOWN LOAD REACTION (Rd): 1.36 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -0.62 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOW UPLIFT 5/8" ALLTHRD 91/2" IN 'ET' EPDXY 3.565 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE LOAD TO 16d SINKER NAIL 0.099 KIPS ALLOWABLE LOAD TO SIMPSON'A35' CLIP 0.45 KIPS ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 16d SINKERS TO SUBFLOOR 6 " o.c. USE: 6 MAXIMUM SPACING AT SIMPSON 'A35' CLIP TO BLK'G 28 " o.c. USE: 24 MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 30 " o.c. USE: 30 ADD SHEAR WALL PROVISIONS TO MEET THESE REQUIREMENTS DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Page: 20 Job No: 1039 Date: October 2001 Bravo/Hardy House KITCHEN SHEAR WALL AT PANTRY SOUTH WALL FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = .0121 * 22.5 * (10/2+3.33) TOTAL SHEAR COLLECTED TO WALL LINE (V): 2.27 KIPS PANEL SIZES: HEIGHT WIDTH P1: 10.00 FT 6.00 FT TOT WIDTH = 6.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.378 KLF ALLOWABLE UNIT SHEAR (va): 0.490 KLF ADJUST FACTOR FOR 10d BOX vs. 8d COMMON 0.98 ADJUSTED ALLOWABLE UNIT SHEAR (va') 0.480 KLF C SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL 10d BOX @ 3", FIELD NAIL @ 12" 4x FRMNG AT ABUTTING PANEL EDGES, 2x SILL PL PANEL P1 DATA: PANEL WIDTH (W): 6 FT PANEL HEIGHT (H): 10 FT TOTAL SHEAR RESISTED BY PANEL (V): 2.27 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? YES UNIT DEAD LOAD TO PANEL (w): 0.095 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo): 22.7 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 1.1 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 21.6 KIP FT LEFT DOWN LOAD REACTION (Rd): 4.16 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -3.59 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOW UPLIFT 5/8" ALLTHRD 9 1/2" IN 'ET' EPDXY 3.565 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? (50% BOLT VALUE) 2x SILL PL ALLOWABLE LOAD TO 16d SINKER NAIL 0.099 KIPS ALLOWABLE LOAD TO SIMPSON 'A35' CLIP 0.45 KIPS ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 16d SINKERS TO SUBFLOOR 3 " o.c. USE: 3 MAXIMUM SPACING AT SIMPSON 'A35' CLIP TO BLK'G 15 " o.c. USE: 12 MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 8 " o.c. USE: 8 ADD SHEAR WALL PROVISIONS TO MEET THESE REQUIREMENTS DANIEL J. DOBBIE Page: 21 a� Professional Engineer Job No: 1039 20 Mayfair Drive Date: October 2001 Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Bravo/Hatay House r KITCHEN SHEAR WALL AT EAST & WEST WALLS FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = .0121 " 107/2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 0.65 KIPS PANEL SIZES: HEIGHT WIDTH P1: 10.00 FT 4.50 FT TOT WIDTH = 4.50 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.144 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF ADJUST FACTOR FOR 10d BOX vs. 8d COMMON 0.98 ADJUSTED ALLOWABLE UNIT SHEAR (va') 0.255 KLF A SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL =10d BOX @ 6" o.c. FIELD NAIL =10d BOX @ 12" ox. PANEL P1 DATA: PANEL WIDTH (W): 4.5 FT PANEL HEIGHT (H): 10 FT TOTAL SHEAR RESISTED BY PANEL (V): 0.65 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.18 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: 2/3 OVERTURNING MOMENT (Mo): 4.3 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 1.2 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 3.1 KIP FT LEFT DOWN LOAD REACTION (Rd): 1.50 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -0.69 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOW UPLIFT 5/8" ALLTHRD 9 1/2" IN'ET' EPDXY 3.565 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE LOAD TO 16d SINKER NAIL 0.099 KIPS ALLOWABLE LOAD TO SIMPSON'A35' CLIP 0.45 KIPS ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 16d SINKERS TO SUBFLOOR 6 " o.c. USE: 6 MAXIMUM SPACING AT SIMPSON 'A35' CLIP TO BLK'G 28 " o.c. USE: 24 MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 30 " o.c. USE: 30 ADD SHEAR WALL PROVISIONS TO MEET THESE REQUIREMENTS DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Page: 22 Job No: 1039 Date: October 2001 Bravo/Hardy House LIVING ROOM SHEAR WALL AT N & S WALL (ABOVE SUBFLOOR) FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V =.0121 " 156/2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 0.94 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT 12.00 FT TOT WIDTH = 12.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.078 KLF ALLOWABLE UNIT SHEAR (va): - 0.260 KLF ADJUST FACTOR FOR 10d BOX vs. 8d COMMON 0.98 ADJUSTED ALLOWABLE UNIT SHEAR (va') ' 0.255 KLF A SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 10d BOX @ 6" O.C. FIELD NAIL = 10d BOX @ 12" O.C. PANEL P1 DATA: PANEL WIDTH (W): 12 FT PANEL HEIGHT (H): 8 FT TOTAL SHEAR RESISTED BY PANEL (V): 0.94 KIPS DOES WIND OR SEISMIC GOVERN? WIND { IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.15 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS .t APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS/ APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: 2/3 OVERTURNING MOMENT (Mo): 5.0 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 7.2 KIP FT NO OT NET OVERTURNING MOMENT (Mnet): 0.0 KIP FT LEFT DOWN LOAD REACTION (Rd): 1.80 KIPS i RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) 0.00 KIPS NO HOLDOWNS REQUIRED SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE LOAD TO 16d SINKER NAIL 0.099 KIPS ALLOWABLE LOAD TO SIMPSON'A35' CLIP 0.45 KIPS ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 16d SINKERS TO SUBFLOOR 6 " o.c. USE: 6 MAXIMUM SPACING AT SIMPSON 'A35' CLIP TO BLK'G 28 " o.c. USE: 24 MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 30 " o.c. USE: 30 ADD SHEAR WALL PROVISIONS TO MEET THESE REQUIREMENTS ' DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Page: 21 Job'No: 1039 Date: October 2001 Bravo/Hardy House LIVING ROOM SHEAR WALL AT WEST WALL (ABOVE SUBFLOOR) FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: ' V =.0121 * 228/2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 1.38 KIPS PANEL SIZES: HEIGHT. WIDTH P1: 8.00 FT 2.50 FT t P2: 8.00 FT 2.50 FT TOT WIDTH = 5.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.276 KLF ALLOWABLE UNIT SHEAR (va): 0.350 KLF ADJUST FACTOR FOR 10d BOX vs. 8d COMMON 0.98 ADJUSTED ALLOWABLE UNIT SHEAR (va') 0.343 KLF B SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 10d BOX @ 4" o.c. FIELD NAIL = 10d BOX @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (W): 2.5 FT PANEL HEIGHT (H): 8 FT TOTAL SHEAR RESISTED BY PANEL (V): 0.69 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? YES UNIT DEAD LOAD TO PANEL (w): 0.1. KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS ' PANEL RESULTS: OVERTURNING MOMENT (Mo): 5.5 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 0.2 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 5.3 KIP FT LEFT DOWN LOAD REACTION (Rd): 2.37 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -2.12 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOW UPLIFT SIMPSON 'SSTB16' ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL " ALLOWABLE LOAD TO 16d SINKER NAIL 0.099 KIPS ALLOWABLE LOAD TO SIMPSON 'A35' CLIP 0.45 KIPS ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 16d SINKERS TO SUBFLOOR 5 " o.c. USE: 4 MAXIMUM SPACING AT SIMPSON'A35' CLIP TO BLK'G 21 " o.c. USE: 16 MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 22 " o.c. USE: 22 ADD SHEAR WALL PROVISIONS TO MEET THESE REQUIREMENTS' a DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Page: 22 Job No: 1039 Date: October 2001 Bravo/Hardy House LIVING ROOM SHEAR WALL AT N & S WALL (BELOW SUBFLOOR) FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V =.0121 " 72/2 + 0.94 TOTAL SHEAR COLLECTED TO WALL LINE (V): 1.38 KIPS PANEL SIZES: HEIGHT WIDTH P1: 6.00 FT 12.00 FT TOT WIDTH = 12.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.115 KLF ALLOWABLE UNIT SHEAR (va): .0.260 KLF ADJUST FACTOR FOR 10d BOX vs. 8d COMMON 0.98 ADJUSTED ALLOWABLE UNIT SHEAR (va') 0.265 KLF A SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 10d BOX @ 6" o.c. FIELD NAIL = 10d BOX @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (W): 12 FT' PANEL HEIGHT (H): 6 FT TOTAL SHEAR RESISTED BY PANEL (V): 1.38 KIPS DOES WIND OR SEISMIC GOVERN? ' , . WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.15 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS i PANEL RESULTS: , 2/3 OVERTURNING MOMENT (Mo): 5.5 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 7.2 KIP FT NET OVERTURNING MOMENT (Mnet): 0.0 KIP FT LEFT DOWN LOAD REACTION (Rd): 1.80 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) 0.00 KIPS NO HOLDOWNS REQUIRED SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE LOAD TO 16d SINKER NAIL 0.099 KIPS ALLOWABLE LOAD TO SIMPSON'A35' CLIP 0.45 KIPS ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT . 0.48 KIPS MAXIMUM SPACING AT 16d SINKERS TO SUBFLOOR 6 " o.c. MAXIMUM SPACING AT SIMPSON'A35' CLIP TO BLK'G 28 "o.c. E MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 30 " o.c. ADD SHEAR WALL PROVISIONS TO MEET THESE REQUIREMENTS NO OT USE: 6 USE: 24 USE: 30 DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Page: 23 Job No: 1039 Date: October 2001 Bravo/Hardy House LIVING ROOM SHEAR WALL AT WEST WALL (BELOW SUBFLOOR) FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = .0121 * 96/2 + 1.38 TOTAL SHEAR COLLECTED TO WALL LINE (V): 1.96 KIPS PANEL SIZES: HEIGHT WIDTH P1: 6.00 FT 24.00 FT TOT WIDTH = 24.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.082 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF ADJUST FACTOR FOR 10d BOX vs. 8d COMMON 0.98 ADJUSTED ALLOWABLE UNIT SHEAR (va') 0.255 KLF A SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 10d BOX @ 6" o.c. FIELD NAIL = 10d BOX @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (W): 10 FT PANEL HEIGHT (H): 6 FT TOTAL SHEAR RESISTED BY PANEL (V): 0.82 KIPS DOES WIND OR SEISMIC GOVERN? WIND_ IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH?' YES UNIT DEAD LOAD TO PANEL (w): 0.15 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo): 4.9 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 5.0 KIP FT NET OVERTURNING MOMENT (Mnet): 0.0 KIP FT LEFT DOWN LOAD REACTION (Rd): 1.50 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) 0.00 KIPS NO HOLDOWNS REQUIRED SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? ' 2x SILL PL ALLOWABLE LOAD TO 16d SINKER NAIL 0.099 KIPS ALLOWABLE LOAD TO SIMPSON 'A35' CLIP 0.45 KIPS ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 16d SINKERS TO SUBFLOOR 6 " o.c. MAXIMUM SPACING AT SIMPSON 'A35' CLIP TO BLK'G 28 " o.c. MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 30 " o.c. 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