Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
069-110-019
NOTES j RESIDENTIAL: . ": , • � • 069-I10-019 02-2875 PERMIT NO. DUCKETT, JAMES & BETH .-+-•- 323 LODGEVIEW DR., OROVILLE n (/ / / CONT: CD CONST.I ;v A FRE-BUILD NEW SINGLE FAMILY t cl�au �� O r 2f SPECIAL CONDITIONS `-CHECKED BY - :S SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS - VERIFY USE PERMIT CONDITIONS ~"I SUB-STANDARD HOUSING LETTER OFFICE COPY Address GAS Meter By Dat' EL IC Meier---- Meter By j ELECTRIC Date Meter By Dates" 1 1 JOB FINALED (Date) ` Signature J=OK 0 = Not OK . = NotReadyahle MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements 4. 2. Soils; Special MH Support Sketch 5. 3. Sewer; Location -Test -Fall -C/O -Concrete 6. 4. Water; Location -Test -Easement Needed (Sketch) 7. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 8. 6. Gas; Location -Test -Wrap;-/ P' L 'ft. / /'Nat. or/ P' L "ft./ P LPG 9. 7. Well Clearance & Disconnect 10. 8. Utility Clearance 11. Verifv #'s with Office 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test- Regulator -Connector• 7. Water and Sewer Connected -C/O to Grade -Hb Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test . 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verifv #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. -Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10.. Roof; Shthg-Roofing - 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date. Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec:; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 = OK = Not OK = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7 Slab, Steel -Wrapped iers-Fire lace Ftg.-Steel A:*�ndensate Drain & Overflow, Size & Grade , Fall -Fitting -Test -2 Way C/O -Sewer Test 'GMjfZYF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test ater Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. Date �irders-Sills-Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation Date ELECTRICAL (Permit) OK except #'s ixtyre & Transformer Clearance -Ins. Protection ec. Receptacles Spacing -Lights & Switches at Doors L20 -'Size Boxes & No. of Conductors Stapled .Q7--fMm_ex Installed Close to Edge of Studs & C.J. uip. Ground made up w/Mech Fasteners -Bond Gas & Water Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes O No erviceZwer Conductors & Ground Main Disconnect quip. Clearances Panels-Motors-Mech. Equip. gQ!C°lothes Closet Light -Shower Light -Spa Light 135!- moke Detector Date 16. Insulation Card B-1 Date Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLU G Permit OK except #'s A.C. Ducts Insulation & Support 417 Water Htr.; Vent -Access -Combustion Air Baffle Garage Fire Protection Framing- anne ater Pipe; Test & Anchor -Nail Protection Line Firewall & Openings W.V.; Test Fittings & Anchor -Nail Protection A:*�ndensate Drain & Overflow, Size & Grade Shower Pan; Test, First Floor -Tub Access J56!111ywood gj! e�LTub & Shower, Second Floor -Tub Access 5 Gas Pipe; Sixe & Anchors >' Z Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s ixtyre & Transformer Clearance -Ins. Protection ec. Receptacles Spacing -Lights & Switches at Doors L20 -'Size Boxes & No. of Conductors Stapled .Q7--fMm_ex Installed Close to Edge of Studs & C.J. uip. Ground made up w/Mech Fasteners -Bond Gas & Water Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes O No erviceZwer Conductors & Ground Main Disconnect quip. Clearances Panels-Motors-Mech. Equip. gQ!C°lothes Closet Light -Shower Light -Spa Light 135!- moke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECH NICAL (Permit) OK except #'s is Access; Size & Romex Protection -Draft Stop -Ins. Baffles A.C. Ducts Insulation & Support - 2. Garage Fire Protection Framing- anne Q�fnnt Fan, Exhaust above insulation Line Firewall & Openings iSa A:*�ndensate Drain & Overflow, Size & Grade )6-55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection J56!111ywood 69--_Mnace-Vent Access -Comb. Ait-Return Air Vent 115 Outlet 5 ttic Access & Platform if Furnace in Attic >' Z Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Card B-1 Date Card B-1 aj,-,Ms Proper Materials & Anchors 4e-Vgalls Studs -Nailing Spacing & Braces -Plates -Sound 14T—Bearing Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Date FRA (Continued) Haggers-Post Caps -Anchors -Connectors 4 ling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. Type A Flue -Fireplace Throat Clearance is Access; Size & Romex Protection -Draft Stop -Ins. Baffles rm. Windows or Exiting Doors -Sill Ht. Me ensions - 2. Garage Fire Protection Framing- anne L§.a,.8roperty Line Firewall & Openings iSa t. Doors -One 3' -Check Garage 3rd Story, 2 Exits )6-55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection J56!111ywood on Roof Overhang -Attic Vents -Rafter Outriggers 5 Veneer >' Z Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access ing Area -Glass Protection -Skylights -Plastic e s Nailin - Its /r e IntenoM5terior Wall P nets nsulation-Walls Ceilings 63. ..... Itration-Walls-Windows Date A Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL tans OK except #'s Ext. Steps -Door & Sidelight Protection -Landings Pr oke Detector t_ Fafhace Vents -clearance -Comb, Air-'Connector- IEj,parage; Above Floor-Ducts-Mech. Protection Wroom Exiting 68'G.F.I. & Bath Fixtures & Tub Access -Spa ,63e-Erec. Trim & Subpanel, Breaker Sizes & Labels & Rails 1Z2!Elec. Outlets at Wood Panel, Int. & Ext. Clearance &A--Elec. Outlets & Receptacles at Kit. Counter arage Fire Door; Swing -Landing -Closure Duct in Garage -Damper Vents -Clearance -Comb. Air Connector-P.R.V. in e; Above Floor-Mech. Protection Ib.; Elec. & Mech. Equip. Listed for Location lec. Receptacles in Garage (F.F.I.)-Romex Protection !,Qsulation-Foam-Looked in Attic PA-Su'ard Rails & Deck Construction -Post Caps n. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor O Yes 83. Fol wing Insild./Drive ZJs 0 N/Walks O Yes lanters D Yes GPW' tuccoo Inls Unit Disconnect, Electrical -Plumbing ents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings er e , Isconnect, Electrical, Plumbing . Exterior Elec. Trim, G.F.I. Receptacle -Underground Pe're—ntilation Throughout House . la -rotection 04'—Correctiys froMjkhi us InspecIli ns 92 Gas T - eters agge -Electra r & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates Address Posted prinkler. Date Card B-1 Date Card B-1 ' Date B Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 F 7 County Center Drive • Oroville, CA • (530) 538-7541 , Y CORRECTION NOTICE a 02— 2A Z <� bWNER 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. , Date i ; Inspector -Z-1 [� REV 10/92 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 OWNER -275 . 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 cont his office immediately. 1 l i G �z,Cti COUNTY OF BUTTE "r 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 � f (5 %- i2977 OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. It you have any questions pertaining to this matter, or need additional explanation, please conta .his office immediately. r Date 7./5 v -_S Inspector REV 10f92 / _�--....�--�,,,....T--�+.��....-..,r�.--+rc✓s-�itr:++"Fsr�.:.+.�"'^r"y^='er+'^��+c.rti �::vNv::�G.r—�Q..++�,-,�aSJr.�o COUNTY OF BUTTE J BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE R PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and shout a corrected. Please notice this office when correction of work is completed. If you ha any questions pertaining to this matter, or need additional explanation, please contact IN ffice immediately. .t Date6 Inspector��- REV 10/92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER o69 -lin -nig ZONING IDT -1 BUILDING PERMIT OWNER E JAMES d, BETH OWNERS MAILING ADORES CONTRACTOR'S NAME 9 PHONE CD MNST- 589-2220 SO. FT. OCC. BUILDING VALUATION 900 1 nf— 10,530 .00 ` CONTRACTORS MAILING ADDRESS 43 E3MCUTWE ST. GRACAqLLE GA 95966 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 6 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 909.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 590,89 BUILDING ADDRESS Energy Plan Checking Fee $ 23.00 PERMIT FEE $ 2542.85 LOT NO. SUBDNISIOWS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 11 7.00 105.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: RE—BUILD NEW STNGL.F. FAMTT Y ON F.X FNiI _ (DUE TO FIRE) 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 600OR LE Main Service zo.A VORLESS 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 m license is i fUl for and effect. �g License Class Lic. No. � (�y� % // DECLARAT OWNER -BUILDER � 1 hereby affirm under penalty of perjury that I am exempt from the Contractors license Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A To I000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BLDs. SO 3.50 •�$ =RESID MULT. TI.OU cU @7,50 a SOWER OPu�L�E U R. Ex. OCCU CUTLET OR FDCTURES BA0 @ I_S� 0 FIX Ex. Occup. oUTIFTS 8610) E.A. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ I 171 32 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.) 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'HAZ. 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 l , /��„� //,ri�i��l'e�,.+i Date i / r Signature of Applicant - ❑ Owner WCoritfactor ❑ Age An OSHA permit is required for excavations over 60" deep and demoliti n or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling ee 20.00 Heating Cooling Hood 6.50 6.50 Ventilation PERMIT FEE $ 58 Mobile Home Installation Fee $ Energy Inspection Fee $ TYPEcertify TOTALFEE$ 2034.73 EocCONST. D. FEES IMP FLOOD CDF PARCEL PO HD S U This permit is hereby issued under the of the tte County Code and/or indicted for hich fees have B ir%� y PERMIT EXPIRES ON/�i` applicable provisions Resolutions to do work been paid. D e P:7_10 9Receipt Date No. WHITE•D.D.S.-B.D. CAN R •ASSESS PINK -INSPECTOR GOLDENROD•APPLICANT s r° BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM one formlper Building) School District �(, a Building Department No. A.P. Number ��� 00 Jurisdiction: 0 City. County Property Owner%�'}1 fI ae I Property Location/Address C- L.d—d--.6VA f` JAA) 'br/ VC. Subdivision Lot No. .................................................................................,................... Residential Development Sq. Footage 09 No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection): Commercial/Industrial i Building 0 New Addition (Floor Plans reviewed by School District Personnel) District Identification No. ao1 School District certifies that (Street Address) (City) " has complied with the requirements of Resolution No. representing .� / (/ square feet. School District Representative Paid by Check # / .., A. Sq. Footage (Including Exterior Roofed Areas) 7. az Date (Applicant) (Phone Number) (State► t (Zip Code) by payment of $ ,4,26 -9 lj AB 2926 $ FULL MITIGATION $ ! Date 0 �A . .1. U 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. 1 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 �0ti" COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 CountyCenter Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER:—ASSESSOR PARCEL NUMBER Pro osed Building Use: IIBJ V ` % P g ! V 1 I Counter Technician: Date: / r �' Items required in order to apply for a permit. All boxes IVmaWed be checked OR med NA in order to apply. 1.. Plot plans, 3 or 4 sets, signedAy the preparer of the plans. ++ 2. Complete plans, 3 or 4 sets, signed by the }ireparer of the plans. 13. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! ,5. Energy, compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet-si ng ed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. A� Date Received By l� 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................:.................. ❑ 10. Letter of intent for non-residential buildings......................................................:.. ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) � / 1U� 7 ` �4. Fees as shown on the attached Schedule of Fees Due Sheet ........................ ...... Y G. 5. Statement of Intent for Non -heated and A/C Buildings ..................................... ' 16. Sanitation and plot plan approval from the Environmental Health Dep rtment in �'�� 7 �) 0� Z ity of Chico Plumbing permit ....................' ..�../. �............ .. California Department of Forestry plan approval f�paid. Sent_ by' ............ 19. Planning approval for (A) Use: C>)c:�— (B)Parking: (C) arce heck: 1�-2i-d2 ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage .............................. ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization ..................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. 0 Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: _ k f . When issued Telephone G and hold for pickup. b I have been inform oft above ite s and requirements for obtaining a building permit. Applicant: r Date: '/0 / S b r. 1. Index permit`a l�lication for the above items numbered: Plan Check Letter 2. Additional item�s1required Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ counter, by"_ Date: _ Contractor, designer, owner. was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: 2. Plans approved by: &-� Date:_ Structural reviewed by:.. ---; .-"1 Date: �� Structural approved by: Date Note transfer by: Date: Yellow: Building Division 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 PROPOS BUILDING USE 1. BUILDING PERMIT FEES Balance Due ....................... $ Additional Fees Due ................. $ A.P.# O�C) DATE RECEIPT # DATE REC. Additional Fees Due ................. $ Revised Plan Checking Fee .............$ 2. SCHOOL DISTRICT FEES, (paid at District Office) (Available after6l 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 ................... -x-=$ # Units Amt. Commercial (sq. ft.) ............ x Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) e,4- 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 I-'—' l'�-z e2 -9 °��'I(5.ve?'' 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 chapged-d'UP�� n ch cking_roceM. APPLICANT DATE Pursuant to Gover ent 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 pr `ect. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) Dec 17 02 03:39p LORPUD , 5305331750 CONNECTION PERMIT APPLICATION FOR SEWER CONNECTION AND SERVICE FROM LAKE OROVILLE AREA PUBLIC UTILITY DISTRICT p.2 , hereinafter referred to as "Applicant", being the p6bporty owner or owner's agent desiring sewer service, hereby requests Lake Orovitle Arca Public Utility District, hereinafter referred to as "District", to connect Applicant's sewage disposal line to District's sanilary sewer system and to provide sewerage service. Location of property: 3cA3 t O L C ITtkl-1) A.P.#: (�C) - r 0 - 19 Subdivision: Lot/E: Block#: Property Annexed y 1 No. of E.D.U.'s this permit: t ❑ Property Not Annexed ❑ Properly Annexation in Progress Multiplication Factor: Kind of Service: "Monthly Charges: Capacity Charge: – Rcsidcntial _Residence of Owner Connection Fee: ❑ Rental (single family) ❑ Rental (duplex) ❑ Apartment SC -OR Facility Charge: "�— ❑ Industrial 1 ❑ Commercial Total Amount Payable This Permit: ❑ Site plan reviewed ❑ Jobsite reviewed ' Remarksi"-ald all;: The service applied for hereby shall be in accordance with the conditions hereinafter set forth and the ordinances, rules, regulations and policies adopted, or to be adopted, by the Board of Directors of District, all of which Applicant agrees abide by and fully perform. Applicant agrees to pay for such service at rates and charges as are c%Wlishefty District frit time to time. Signature of Applicant Name of Owner if not Applicant Mailing Address of Applicant Mailing Address of Owner Phone # of Applicant:_?)-� �-S$ Phone # of Owner: CONDITIONS OF ACCEPTANCE OF SEWERAGE SERVICE 1. In accepting this application, District does not hold itself liable to Applicant for failure to perform any of the obligations imposed upon it or assumed by it under this application if such failure be caused by accident. Act of God, fire, strikes, riots, war, lack of capacity in SC -OR treatmenUdisposal plant or District's lines to handle the sewage or nay other cause beyond reasonable control of District. 2. Installation of the sewer service line pertinent to this application shall conform in all respects to District's specifications. 3. Applicant shall secure permits) as necessary from the County of Butte prior to doing any work, including encroachment permits when work is within county right of way. 4. Installation of the subject sewer line shall be at the sole cost and expense of Applicant. 5. Actual connection of the subject sewer service line to Dislrir:t'S sewer mainline shall he -icr omnlisheri by District staff. G. All work shall be inspected and approved by District. • 7. This permit is valid for one (1) year. If work is not completed within said year, permit renewal will be required, together with payment of any increase in capacity fee, connection fee and/or SC -OR Facility Charge. 8. District verification form must be issued with this permit. Payment of Fees/Charges required prior to final inspection. Pyment received by: Date: Receipt 11 ❑ CASH ❑CHECK # LAKE OROVILLE AREA P.U.D. B3: Dale: $ Permit 'Monthly charge payable at the current rate at time of connection. Dec 17 02 04:05p LORPUD 5305331750 p.1 PERMIT NO.: 115-02 Lake Oroville Area Public Utility District 1960 Elgin Street OROVILLE, CALIFORNIA 95966 533-2000 DISTRICT APPROVAL AND VERIFICATION OF INSPECTION BUILDING SEWERS This verification form must be submitted to the Butte County Department of Public Works Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by Lake Oroville Area Public Utility District, must be submitted to Butte County. Date: Applicant: Applicant Address: Applicant Phone No.: Property Locations(s): A. P. No. (s): Fees due: Application for service a December 17, 2002 James Duckett 54 Tribulation Trail, Oroville Ca 95966 fax 343-4581 323 Lodgeview Dr. Oroville CA 95966 Kelly Ridge Estates Unit 1 Parcel 2 of Lot 301 069-110-019 No fees due. Rebuilding burnt home. PUBLIC UTILITY DISTRICT Inspection(s) made and successful test(s) observed: Location: Lake Oroville Area Public Utility District release to close permit: Date: By: Date: N PROJECT PROCESSING RECORD Applicant: Owner: A.P. #: D 1 01 Permit #: ©a - Z g- -7 SJ Work Description: Date Description of Step or Status • • RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, D UPLEX AND MISCELLANEOUS ONLY Owner:jow Building Permit Number: Plans Examiner: Martha Christy A. P. Number: 0 (09— / (0 — O i GENERAL: -Zoning requirements — (number of permitted living units). Plans signed by the designer. 6M Proper description of work on the application. ODr'C Existing violations on the property. 111 111 /M ' I tRecorded notice of violation. "f&U ` �_& 6. • Building permit valuation. OT PLAN: r — 1. Complete parcel size and dimensions. f6uide, CQ r rc c4 ha-L,,,� Setbacks, side yard, easements, etc. 3. Other buildings or strictures. J Grading, fills and/or drainage.G_ d UP.t.00 Flood hazard. 6. Special conditions on Parcel Map: Noise ❑ SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ 7. Federal Aid Route and/or Federal Aid Secondary Route setback requirement. 8. Building or utilities across lot lines (Lot merger approval by Butte County Land Development.) OOR PLAN: �Y1S -Na 1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). Q(Ql—k- —Canrld'Z 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). �Nl Escape or rescue windows shall have a minimum net clear operable area of 5.7 square�feet. The minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). yHabitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest prosection from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). 10. Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). . Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). y3; Wood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). . Smoke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 5-P016a 15. Water closet clearances (Uniform Plumbing Code 408.5). 16. Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). 17. Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). ���C� n p r�� I� TRUCTURAL DETAILS:al�lo , J_ n�1 1. Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels _ r� must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not L,e exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. 2. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Clerestory requiring balloon framing and/or engineering. 4. Foundation plans complete enough to construct building (Uniform Building Code Table 18-I-C). Floor construction details complete enough to construct building. 6 Elevations and wall construction details complete enough to construct building. 7. Roof construction details complete enough to construct building. v I e �yCF /')') r� g� Fireplace construction details and calculations if necessary. r "0,/G ') f- �l � 7� Garage door header size(s).f,^�.� J CCt -1 '�Porch header size(s). �r w � �/Q�-�f �5 r 12. T ical header size( s). . Stud heights. �� j)'Lf1 &/L� High expansive soil - special foundation design required. Retaining walls requiring design. 15. ypsum wallboard nailing inspection required. ��U 1iYd�-�� If the area below the lowest floor is fully enclosed, than a minimum of two openings arWe)hqa total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction / design requirements must be shown on the building plans. '1. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS ITEMS: Stairway details - landings, rise and run, head clearance, handrails (Uniform Building Code section 1003). g Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). 4. Exterior plaster - weep screeds (Uniform Building Code section 2506.5). 5. Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). 6. , Foam insulation - protection. -36" halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). 9. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 10. Attic access and ventilation (Uniform Building Code section 1505). 11. Sound requirements. 12. Energy design compliance and supporting documentation. 13. CDF responsible area requirements. n BUILDING PERMIT REQUIREMENTS: 1. ❑ SRA. jil�bd� d00rs . 2. ❑ Flood elevation certificate. `(fin �(� �( ( ✓1 d 3. ❑ Fire Sprinklers required. r I 4. ❑ Special Inspection requirements.SVP j1� C� +Wr' G' 06"r5 e 5. E) Use Permit conditions. yylcfQ, fi h•d/Y` 12a�� 6. ❑ Sub-Standard Housing letter. �^w 0 A/0! A- �_q7V-? Page 2 of 2 r P&N REVIEW RESPONSE IORM r In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. IJ this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. `By others" is not considered a valid response. please indicate your response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS. OWNERS NAME DATE: SESSOR Com'' -/I �-,> -0/0 FOR PLAN HECK ITEC# RESPONSE BY: NTS: 9 RMIT NUMBER :ATION ON PLANS/C/ )'>MAJ -S�k -r A S: l AA -E . Sl 1 � i1 ie�RRt�i � PLAN CHECK ITEM # SSC�rt,,y� RESPONSE BY: J/fesk 11Z r�n�vR LOCATION ON PLANS/CALCS: COMMENTS: COMMENTS: ��/��� � ��✓u _ d PLAN CHECK ITEM # .fir' s.T'� `[-'i,�►q� RESPONSE BY: \//moi �_i��,(.,� LOCATION ON PLANS/CALCS: /�1�4-N .�� �j COMMENTS: COMMENTS: ��/��� � ��✓u _ d PLAN CHECK ITEM # RESPONSE BY: COMMENTS: " Gm LOCATION ON � �2 ,PLAZ;A Q RU LL r V COMMENTS: ��/��� � ��✓u _ d PLAN CHECK REM # RESPONSE BY. RU y\� V LOCATION ON PLANS/CMC qTE OF CP COMMENTS: ��/��� � ��✓u _ �., �� � J f�� � RESPONSE FOR PLAN CHECK ER DATED: PLAN CHECK REM M RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: A> I/AA �A--r LAN CHECK ITEM N RESPONSE BY: f? ��� AbR OMMENTS: -r<w� . . _ _ PLAN CHECK ITEM N RESPONSE BY: Jim COMMENTS: ,L��' .-�� Z-IJA4/Ah�R— PLAN CHECK ITEM N RESPONSE BY: R-2�AF,,LL-' COMMENTS: � �y� -Af - X8.0`' d PLAN CHECK ITEM X COMMENTS: ESPONSE BY: -,) VA ( � PLAN CHECK ITEM N RESPONSE BY: COMMENTS: PLAN CHECK ITEM N ---] RESPONSE BY: CATION ON PLANS/- C—ACS. kfi R&A nJ LOCATION ON PLANS/CALCS: PLA,l s_ lli.?�,Q R LOCATION ON PLANS/CALCS: LOCATION ON PLANS/CALCS: LOCATION ON PLANS/CALCS: LOCATION ON PLANS/CALCS: o�AlTrFo 0 o 0 a O:,_. 0 December 5, 2002 James and Beth Duckett 54 Tribulation Trail Oroville, CA 95966 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 069-110-010 Building Permit Number: 02-2875 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: 1.. Provide a complete floor plan of the first floor at the rear of the structure. Detail the extent of the slab floor and.provide•light and switch. 2. Provide landing at rear door at the first floor. 3. Provide location of the heating and cooling units. 4. Provide a plot plan which correctly details the house and porch. Provide dimensions of distances of structure to all property lines. Plot plan is to indicate the location of the driveway. "'-*5. Provide a minimum of 2 sets of plans which can be micro -filmed. The blue background of these plans do not permit them to be clearly copied. `/ 6. Provide the name of the person you will hire to do special inspection for the installation of the epoxy bolts. �( 7. Provide roof framing plan of the front porch and the pop -outs at the bedrooms. Show specific location of all framing members including ceiling joists. 8. Alternate braced wall panels may only be installed on a braced wall line which is on a foundation, provided with steel, for the entire length of the braced wall line. The line which contains the alternate braced wall panel does not meet these requirements. Either provide the requirements from the code or provide an engineers' analysis of the wall line. (9. Interior bracing is required on the first floor. Provide braced wall panels for the first floor per requirements of the building code. Include attachment of the panels to the foundation. 10. 'Provide requirements for the attachment of the interior braced wall panels to the floor. Fees will be revised at second review of the project. 1 of 2 0 If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Martha. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Martha Christy Plans Examiner Jim Persell 2 of 2 December 5, 2002 James and Beth Duckett 54 Tribulation Trail Oroville, CA 95966 • E Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 069-110-01q Building Permit Number: 02-2875 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NO -STRUCTURAL COMMENTS: Provide a complete floor plan of the first floor at the rear of the structure. Detail the extent of the slab floor and provide light and switch. Provide landing at rear door at the first floor. Provide location of the heating and cooling units. �! Provide a plot plan which correctly details the house and porch. Provide dimensions of distances of structure to all property lines. Plot plan is to indicate the location of the driveway. Provide a minimum of 2 sets of plans which can be micro -filmed. The blue background of these plans do not permit them to be clearly copied. Provide the name of the person you will hire to do special inspection for the installation of the epoxy bolts. 7. Provide roof framing plan of the front porch and the pop -outs at the bedrooms. Show specific location of all framing members including ceiling joists. Alternate braced wall panels may only be installed on a braced wall line which is on a foundation, provided with steel, for the entire length of the braced wall line. The line which contains the alternate braced wall panel does not meet these requirements. Either provide the requirements from the code or provide an engineers' analysis of the wall line. Interior bracing is required on the first floor. Provide braced wall panels for the first floor per requirements of the building code. Include attachment of the panels to the Orundation. ovide requirements for the attachment of the interior braced wall panels to the floor. Fees will be revised at second review of the project. 1 of 2 • 0 If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. ' To discuss non-structural items, ask for Martha. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) .The counter staff will answer any questions concerning the Data Sheet. Martha Christy Plans Examiner Jim Persell CD C67t5f-ru.v�1 0) 2 of 2 CERTIFICATION OF INSULATION ADDRESS OR TRACT SACRAMENTO BUILDING CONTRACTORS, INC. LOT # 1309 MELODY ROAD, MARYSVILLE, CA 95901 LIC#202026 ❑ 605 S. AUBURN STREET, GRASS VALLEY, CA 95945 LIC#202026 I`� ��� ❑ 3881 BENATAR WAY, SUITE A, CHICO, CA 95928 LIC#202026 ❑ 8924 AIRPORT ROAD, REDDING, CA 96002 LIC#202026 DATE INSULATION COMPLETED v r ( SQUARE FEET) (` SQUARE FEET) ( SQUARE FEET) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL FIBERGLASS MATERIAL FIBERGLASS MATERIAL FIBERGLASS FORM BATTS FORM BATTS & BLOW = FORM BATTS MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER MANUFACTURER MANUFACTURER OCF OCF OCF BAGS R -VALUE APPLIED R -VALUE APPLIED MIN. INSTALLED R -VALUE APPLIED INSTALLED THICKNESS INSTALLED THICKNESS WEIGHT PER FOOT INSTALLED THICKNESS pSQUARE 102 IXR-7 KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE MATERIAL FORM R -VALUE MANUFACTURER FIBERGLASS BATTS OCF AIR INFILTRATION SEALANT MATERIAL MANUFACTURER -cw W R GRACE THIS IS TO CERTIFY THAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS SIGNATURE - I LA ION C URACTOR TITLE +DA SIGNATURE - ENERAL CONTRACTOR TITLE REMARKS WHITE - Builder Copy, Green - Builder Copy, Yellow - Customer Copy, Pink - Attic Copy, Gold - File Copy 04/11/2003 09:30 15305896001 LAKE ORV ACE HARDWRE PAGE 01 uwillisuva ue:ii r' UJ. PRIMESOURCE 19 002 MIMMUM, mum APAAGffiWSzW. Certificate of Conformance cenificats 0 5 2 6 6 2 THIS IS TO CERTIFY that the glued laminated timber products Identified with a collective mark of Enslrrsarnd Systeme (M) were manufactured .in accordance with the applicable standards and associated spedtications indicated below: ANSI Standard Ai gOA-1982, For Wcod Products— Structural Glued Laminated Umber 'NEA -48a Glued Laminated Timber Combinations And "GAP' ComptAw Program For Determining Design Stresses AITC 117.90 — Manufacturing — Standard SpeclRcatlane For Structural Glued Laminated Amber Of Softwood Speciea IT IS HEREBY CERTIFIED that the APA EM trademarked structural glued laminated timber members were produced In a manufacturing facility subject to regular audIts In accordance with the Englnvemd Wood 5ystorns (EWS) Ouallty Assurance Program. Routine audita include Inspection of the manufacturing process vid evaluation of the In -plant QA program with adequate sampling to verify conformance to industry standards for lumber grade and giusiine bond quality., Oy90M 114 s w0aa 5 L hsr;o�it°o 0 by�-- Thomas G. Wfiliamson Executive Vice President t r. {a 140 - L� 3JG�d 38(ejG8VH 30V MO 3AV-1 ppF ESS/ � /li4s ' /Z -T 1/ , g ®Ql�s Q SPME p �F r ;n N C 60924 6q -712u s::5 = I5`�S CIVIL rFOF CAL\'C' rZ f = x 315v Al 7s" �-.- l� _ 3 V /2.3 /CS Vy �L-l�I L„ ��,IIL c�' _ / - !?�-31y�5�i�Gs 2 P03 At, ?5 ?S '" 383 _ Mc- w (ti1 = Ll - %3 cgs ' s ► G�--- JIM PURSELL, P.E. 5 MADRONE AVE. STE. B CALIFORNIA LIC. 60924 OROVILLE, CA 95966 WASHINGTON LIC. 381 21 PH. (530) 533-2131 JPURSELL(@QQGGLO8AL.NET FAX (530) 534-0902 April 1, 2003 Philo Hunt; P.E. Butte. County Development Services Dept. Building Division 7 County Center Drive Oroville, CA 95965 RE, Duckett Residence, APN 069-110-01fl, Permit No. 02-2875 Dear Philo: Attached are revision calculations and details for As -Built structural components which . varied from the design plans. In order to accommodate the desired 16' garage door, a 2'-8" alternate brace panel is recommended in place of the standard 4' brace panel at the south end of Wall line B. Thank you for your consideration Sinc ely, Jim Pursell, P.E. %z�v/SlaNS Ta: OZ - 2875— BUTTE WUt°Y BUILDING IMPAIRMENT APPROVED'/ =/L Lateral loads Page 1 N C 60924 Zc P CiV1� Wind: Exposure B P = Ce Cq q I , where Q = 0.62 @ 15 feet Cq = 0.3 in/ 0.9 out windward roof . q = 14.5 psf @ 75 mph 0.67 @ 20 feet 0.7 out leeward roof I = 1 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic: V = 2.5 Ce I W / 1.4 R C. = 0.36, I = 1, R 5.5 / 4.5 Soil Bearing: 1500.pounds per square foot Friction = 0.35 Lateral bearing = 250 psf/ft. r N JIM PURSELL Revision Calculations CIVIL ENGINEER RCE 60924 Date 10/03/02 Job Number 102-07-192 Job Name Duckett Residence Assessor Parcel No. 069-110-019 Analysis UBC 1997 Dead Loads Live loads Roof Comp 6.0 1/2" plywood 1.5 Framing 5:0 Insulation 1.0 1/2" Gyp 2-5 16.0 psf: 16 psf. Wall 1: Stucco 10.0 Framing 3.5 1/2 gyp 2.5 Insulation 1_0 17.0 psf. Floor Flooring 4.0 3/4" plywood 2.5 I -Joists 1.5 7.0 psf. 40 psf. Lateral loads Page 1 N C 60924 Zc P CiV1� Wind: Exposure B P = Ce Cq q I , where Q = 0.62 @ 15 feet Cq = 0.3 in/ 0.9 out windward roof . q = 14.5 psf @ 75 mph 0.67 @ 20 feet 0.7 out leeward roof I = 1 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic: V = 2.5 Ce I W / 1.4 R C. = 0.36, I = 1, R 5.5 / 4.5 Soil Bearing: 1500.pounds per square foot Friction = 0.35 Lateral bearing = 250 psf/ft. r N .�JJG/7 Lh�1/lS, Pyr, Z 1n1rA�- l�L,t4NS G�, Jc%C.;�.c +� is PRp P� -( tZs 14TrZ'�L� I Joe's G tc." eC . A 5 e-7 ���31.� (,tJAS �.r.�SiALL� G✓l?'� A ,SP/�.i.i OF 'L6 � Z 309 126 3L ,je) iz-r 4.c>A b 3.3) Z /` M4M ,, - 2 /, I? cf - Lb 9,21, Irm) 1-2.- (Sm Z .b (Sm )(-T , Sy -fir - /-L, = 3. /O Co 3CCO oV S Z r3Y ./-fin T �3tit;��l� Ste' AS ?.3 !� X60 2(S_ZIyxq,S�' l f . rj Imus s g ( - (akj f? )b `MAX ��Z- 3. Iz� 2 Y� F57f 77 (.,Zz �Olt q13 2. X Fc��l NG M /C-KnL , -AM F / 1< --Ac . A PA � r D Revision Calcs Duckett Page 4 Lateral Analysis Improtance Factor I = 1 Wall CO Wind Seismic Roof: Windward Leeward q I P Roof Weight: (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 Pitch = Rise:Run Pitch Factor P(25)= 0.72 0.3 0 0.7. 0 14.5 1 = 0 6 : 12 = 1.12 P(20)= 0.67 0.3 45 0.7. 45 14.5 1 = 437 P(15)= 0.62 0.3 88 0.7 88 14.5 1 = 791 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.12 x 622 x 16 = 11127 Wall: Windward Leeward q I P Wall Weight: (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) (Area)x(Wt.(psf)) = Wt.(Ib) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 290 x 17 = 4930 P(25)= 0.72 0.8 0 0.5 0 14.5 1 = 0 P(20)= 0.67 0.8 0 0.5 0 14.5 1 = 0 Ca = 0.36 Total Wt.(Ib) P(15)= 0.62 0.8 78 0.5 78 14.5 1 = 912 R = 4.5 W = 16057 P (Total) = 2140 Base Shear (lb) V= (2.5 x Ca x I x W)/(1.4 x R) =2294 SEISMIC GOVERNS i �v�oGv� -ro `LA L cN��� Grr F ",om . 4, wA Lj-- � �� �1,�►Ttol'� GF � _ L l k) P CC l o'v'a l.-, B KAct N G (gce U ( -rte ,a wi g N A TtP-A t,5�GTf� 3 COAT SrVcco are ALtow SOVAM = ►8o v+4= WALL /�C�1 rvI Sifoh/ �-vcc c_-, ►�v Q.f� corvti��-T/orJ /s )�'J-AT�-.. "(L! Vii;, /d�< _ / 0 L- a S•v✓ /--Z"/V%,) jo(s7/s/Z-L- Pz, P,4<S S �' f1 • Q . S � G M>a k _ SPS �,t,�, G�-t �/LL. �NGt�sc� �� � r1►._. J 3 R ;�� r� T fM Z-. 64 The Big Beam has been desimed as the ideal engineered wood beam for 1 -joist floor systems and other conventional framing applications. This 30F high-strenoth 011.1lam is the ideal beam for modern residential and light commercial applications. The zero camber and balanced laytip insures easy installation and a flat consistent floor. DESIGN PROPERTIES ALLOWABLE DESIGN PROPERTIES - 31/2" BIG BEAM Depth (in) Maximum Resistive Shear (Ibn Maximum Resistive Moment (h-Ibn Moment of Inertia Weight (Ibf/tt.) 100% ' 115% 125% 100% 115°6 125% 91h 5,985 6,883 7,481 13,161 15,136 16,452 250 8.3 11% 7,481 8.603 9,352 20,565 23,649 25,706 488 10.4 14 8,820 10,143 11,025 28,583 32,871 35,729 800 12.3 16 10.080 11,592 12,600 37,333 42,933 46,667 1,195 14.0 18 11,340 13,041 14,175 47,250 54,338 59,063 1,701 15.8 ALLOWABLE DESIGN PROPERTIES - 57/le" BIG BEAM Depth p to ( ) Maximum Resistive Shear (Ibf) Maximum Resistive Moment (h-Ibn Maximum Resistive Moment (ft-Ibf) Moment of Inertia Weight Ibf/ft. ( ) 10096 11546 125% 10096 11546 12596 91/2 9,298 10,693 11,623 20,447 23,514 25,559 38812.9 17,207 11'A 11,623 13,366 14,528 31,949 36,741 39,936 759 16.1 14 13,703 15,758 17,128 44,406 51,067 55,508 1,243 19.0 16 15,660 18,009 19,575 58,000 66,700 72,500 1,856 21.8 18 17,618 20,260 22,022 73,406 84,417 91,758 2,643 24.5 ALLOWABLE DESIGN PROPERTIES - 7" BIG BEAM Depth m Maximum Resistive Shear (Ibn Maximum Resistive Moment (h-Ibn Moment of Inertia Weighs Ibf/R. ( ) 100910 11546 125% 1004'0 1159'° 125% 91/2 11,970 13,766 14,963 26,323 30,271 32,904 500 16.6 111/9 14,963 17,207 18,703 41,130 47,299 51,412 977 20.8 14 17,640 20,286 22,050 57,167 65,742 71,458 1,601 24.5 16 20,160 23,184 25,200 74,667 85,867 93,333 2,389 28.0 18 22,680 26,082 28,350 1 94,500 108,675 118,1251 3,402 1 31.5 HOLES 2+ diameter of the largest hole (min.) Y i6 Depth Zone where holes X rt r are ermined 'd' ro>t ..` 'h Depth ' Q. ?.-t-. �r Z.�:�s • - .. ys Depth ... :4.i l h Span h Span ! h span•, Spon Big Beam Allowable Design Stresses 11 Modulus of Elasticity E = 2,100,000 psi 2 Tension Fb = 3,000 psi Compression Fb = 3,000 psi Horizontal Shear (joist) F,,. = 300 psiO) Compression Perpendicular to Grain (joist) F, = 650 psij' (1) These allowable design stresses apply to dry service conditions. (2) No increase is allowed for load duration. (3) 10% reduction for severe checking. BIG BEAM Available Sizes Widths 3'h", 5'/,s" and 7" Depths I 9%a" 111/e", 14", 16", 18" Notes: 1. The diagram at left applies to horizontal holes and beams properly sized using APA or Rosboro uniform load tables. For concentrated load conditions or other hole configurations, contact Rosboro technical support. 2. Field drilled holes should be used for access only (small diameter wires, conduit, cable and other lightweight materials) and not for load-beoring hardware attachments unless designed specifically by the project 'engineer. Maximum hole diameter is 2" for beams 9" and deeper. 6" and 7112" glulam ore limited to 1" diameter holes. Square and rectangular holes are not allowed. 3. The entire hole must be inside the allowable zone. 4. If more than one hole is required, the minimum clear distance between holes is two times the diameter of the largest hole. 5. Holes in cantilevered beams require additional analysis, contact Rosboro technical support. JIM PURSELL, P.E. CALIFORNIA LIC. 60924 WASHINGTON LIC. 381 21 JPURSELI-(O- SBCOLOBAL.NET April 15, 2003 Philo Hunt, P.E. Butte County Building Dept. 7 County Center Drive Oroville, CA 95965 5 MADRONE AVE. STE. B OROVILLE, CA 95966 PH. (530) 533-2131 FAx (530) 534-0902 RE: Duckett Residence, APN 069-110-010, Permit No. 02-2875 Dear Philo: Attached are calculations for the substitute headers installed over the sliding glass doors in Wall A. A copy of the correction notice is also attached. Revised plans addressing the items you faxed me are also, submitted herewith. Thank you for your consideration. Sincere4P. im r, 0 �Uc.K.eFJ— �1S/onI shy W AI,44 L(IV 6 OF 6L U « 114 7-0 11 oo 12- ;}�%Z 3/v 1(o i L�N� C S!% I/V 7-0 �/l� b�� c. SW r NST lS NeyQ r o r7/vc kil 1v e2o V-1 wN fiT O -i-7- G 4''&� C I N Sn- r r /742 Sri w Job Name: WALKER WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Truss ID: HRF Drwg: EZG 1 X -IDC 0- 1-12 REPLT SIZE REQ -D 222 3.50 IC 2x4 DFL #1 Platirx3 Spec • ANSI/'IFI - 1995 'II UPLIFT REACITCN(S) 2 8- 6- 9 1.50 15 1.50" 1.50" BC 2x4 DFL #1 SLIM 2x4 DFL #1 THIS DF CSI IS -IE CMU= ISS= OF 7f:tTWF: MLOAD CASES. Support 2 -72 lb 3 -6 lb 3 '12- 6- 9 0 1.50" 1.50" Loaded for 10 PSF rrn-�nnt BOLL- PLATE VALU S PFR ICBO RESEVCH REFCRr #1607. M= REALTICN(S) 4 16- 6- 9 1 1.50" " 1.50terior In supe= or tatporary shorizsJ mist Lomticn of interior bearings should be Support 1 122 lb 5 6 20- 6- 9 22- 0- 2 0 1.50" 1.50" 0 3.50" 1.50" place be in before iinqr� this truss. PLA= BASED IN GREEN MvIE 12 VALUES. clearly rt�d on each truss. ta�.marwnt brarirm is (by to 7 122 lb This is desired the 7 8- 4- 1 74 3.50" 1.50" NOTE: LEFT OVERHAM DOES NOT VCW WTII$xJJI others) =event rotates/GSee HIB -91 and truss using UBC -97 Code. ADDTPIQ�tL SUP=UbIIESS OMER FROV I(NS 4M/TPI 1-1995; 10. 4. aryl 10.3.4.6. Bldg Enclosed = Yes TO FCRCE AXL BND CSI ARE MADE TO REDUCE O.H. SIRFS'S/DEFLBMCN. Truss Iocatim = Errl Zcne 1-2 -120 .00 .14 .14 Maximan U -41 -ted G-rbang B 1-2 -53 .00 .06 .06 TC Left is 2-5-0 Blck3 Lith - 80.00 ft, H{d3 Width = 40.00 ft 2-0 0-0 -27 0 .00 .06 .06 .00 .00 .01 Mean roof hei = 21.51 ft, tnph = 75 LIDO Standard Dead Ict�d = 21.0 psf 0-0 0 .00 .00 .00 ----------IAaD # DESIIN IC1nI15 ---------------- 0-0 0 .00 .00 .00 Dir L. Plf L. Loc R. Plf R. Loc LL,/TL, 0-0 0 .00 .00 .00 BC FORCE AXL RD (SI 3-4 123 .00 .26 .26 4-0 0 .00 .00 .00 MAX lEFLEMM (span) W ES FCFCE CSI F&B FORCE (SI 1 999 IN MFM 3-4 (LIVE) SWM CFU 123 .02 LF -.06" D= -.08" T= -.15' 8-1-13 =0-3-15 3-0-0� 8-5-13 1 plates are 20 gauge Truswal Connectors unless preceded by 1118" for 18 gauge or "H" for 16 gauge. T 3-3-14 T ,Joint Locaticns 1 0- 0- 0 3 0- 0- 0 2 8- 5-13 4 8- 5-13 Truss ID: HRF WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: .EJ. Job#: J2292 This design Is for an individual building component. It has been based on specillcations provided by the component manufacturer and done In Chk: CM ® accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on Dsgnr: EC Date: 8/13/2002 TC Live 16.00 psf TC Dead 11.00 psf DUYFdCS L=1.25 P=1.15 Rep Mir Bnd 1.00 Western Wood this design meet or exceed the loading imposed by the local building code. It Is assumed that the top chord Is laterally braced by the roof or floor sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed In any environment that will cause the moisture ® Fabricators content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, Install and brace this truss In accordance with the following BC Live ".00 psf O.C. Spacing 2- 0- 0 3700 Riego Road, Elverta, CA 95626 standards: TRUSCOM MANUAL', by Truswal, 'QUALITY CONTROL STANDARD FORMETAL PLATE CONNECTED WOOD TRUSSES' - (QST -88), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and 'HIB -91 SUMMARY BC Dead , 10.00 psf Design Spec UBC -97 SHEET" by TPI. The Truss Plate Institute (TPI) Is located at 583 D'Onofrlo Drive. Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1250 Connecticut Ave. NW. Ste 200. Washington, DC 20036. TOTAL 37.00 psf Seqn T6 .2 .6 - 0 cy 7-2us5 z )5?S 11 S_S Cs-sj'� 3q4::)B'>j 2 f(3 -- v ?s 2003 (6 (Z = z����.� MMry.= �Z 1A)Y �j ._... 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 PERM OWNER A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and *hould 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. CI'LL -i It iw Dat41192; Inspector.RE April 9, 2003 Butte County Development Services Dept. Building Division 7 County Center Dr. Oroville, CA 95965 RE: Anchor Bolt Inspection, Duckett Residence, APN 069-110-010 This letter is submitted to your office to verify that the epoxy installation of anchor bolts into the existing footing for the alternate brace panel was performed in compliance with the manufacture's instructions and under the observation of the engineer. Thank you for your consideration. Sincerel , Jim sell, P.E. 0 October 14, 2002 Butte County Development Services Dept. Building Division 7 County Center Dr. -Oroville, CA 95965 RE: Truss Design, Duckett Residence, APN 69-11-19 I have reviewed the truss designs for this project. My review includes identifying and locating loads in excess of 3000 pounds. Where inadequate, foundation elements have been revised to reflect a maximum design bearing. load of 1500 pounds per square foot. Thank you for your consideration. Page 1 Lateral loads Wind: Exposure B P = Ce Cq q I where Q = 0.62 @ 15 feet Cq = 0.3 in/ 0.9 out windward roof q = 14.5 psf @ 75 mph 0.67 @ 20 feet 0.7 out leeward roof I = 1 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic: V ' = 2.5 C. I W / 1.4 R C. = 0.36, 1=1, R=5.5/4.5 Soil Bearing: 1500 pounds per square foot Friction = 0.35 Lateral bearing = 250 psf/ft. JIM PURSELL CIVIL ENGINEER RCE 60924 Date 10/03/02 Job Number 102-07-192 Job Name Duckett Residence Assessor Parcel No. 069- /1 - /c Analysis UBC 1997 Dead Loads Live loads Roof Comp 6.0 1/2" plywood 1.5 Framing 5.0 Insulation 1.0 1/2" Gyp 2.5 16.0 psf. 16 psf. Wall 1: Stucco 10.0 Framing 3.5 1/2 gyp 2.5 Insulation 1.0 17.0 psf. Floor Flooring 4.0 3/4" plywood 2.0 1/2 gyp 2.5 I -Joists 1.5 10.0 psf. 40 psf. Page 1 Lateral loads Wind: Exposure B P = Ce Cq q I where Q = 0.62 @ 15 feet Cq = 0.3 in/ 0.9 out windward roof q = 14.5 psf @ 75 mph 0.67 @ 20 feet 0.7 out leeward roof I = 1 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic: V ' = 2.5 C. I W / 1.4 R C. = 0.36, 1=1, R=5.5/4.5 Soil Bearing: 1500 pounds per square foot Friction = 0.35 Lateral bearing = 250 psf/ft. ' �--�-`----�-------r------'--� --' -----�--�--'-�------ / -��� ��-� '� --+--- �---'- - - ----�-- -- - --�-- . �-PS7-77 � '-- - - ----' -�---- ---- -- ----- - ' - .. -- ----- ----- ' --- -- - '--'--'-- ------- '---- ---' -- -- - - ' - --- ------- � . � � . --�-------/=7'^�~=�-r~~-"����-=` �--�2�-�-�------------------'-- ------'----- ----------' ' --- '' - - ----'---------'-'-----'-------'------------------'---- --- -----'' - --'- ._-- -• - - -- __ __ _.---. Vii- - l�vss._ Viz..__ _ 2S,z - �b- ---_. - . ._ ..,. - ---- - - . -x(630 -- -- -- ---- - ? Ll 7-S -(T-:.Ib- - - - = z 41 � fZ . _ _ . _ V ,2 � . _mss r�x►�-� - I � � � l 6_S- �.� I ��� .� 62-S p� - - %'r �2?-)AjG . l 1766 $ -:. - - - _ r.= ZZs(. �s) o2q Ps i qL) 10 b h 1i s- _ _ _ ��o.- _ 6 � -8�% -� /©AL1 S► ©r -Z. V � pz:l . S% Rs�—A.P�- _ }?o Rc _ �F (3r1 �i�2-��Tl� /D MAST yz1� lam/ L �j' GSA 4ZhrYJ cs cs_cs cs ;s_ -7A�ss 3y MC b h' - -KD f :- 3i� 7—zz AAAA S @ VII -50 WESTERN WOODS USE BOOK DESIGN — BENDING MEMBERS Continuous Beam — Two Equal Spans — Uniformly Distributed Load 1 ?. S' R,=V,=R,=V, ' . . . . I II :' 13rz-'.o rev G S��P4%- s zs R,. . . . . . . . . . = 3w1 - 3(y� 8 — I Owl /vc{ 7$ (17.4 _ 10, 39 ( 16 — 8 8 5wl J�/� /S.X, I,7• cJ') S71`iS V, = Vm e x . . . . . _ — 8 8 M. . . . . . . . . . . . ' 8 �. r 31 1 9wP -7 C'1-? SX I'7. Mm 1 of—) . . . . . . =— " ��—•7 /0,22 8. 128 77- wl' Omex.of 0.461, epprox, from R, and R, = - 185EI F4MLd.4.M F Z: L . _ . vZ*� Sy � - = zea PSI` E: <- ca�.J 57'Rv��A AZ Two S/r1 P/- �A.fv 13AM S z = r MMAk /c/2dM �Qgocl,>; �� l 4 USS Z`I X 2`{ ,,X— 17— 6 M 5.18 I n F4MLd.4.M F Z: L . _ . vZ*� Sy � - = zea PSI` E: <- ca�.J 57'Rv��A AZ Two S/r1 P/- �A.fv 13AM S z = r MMAk /c/2dM �Qgocl,>; �� l 4 USS Z`I X 2`{ ,,X— 17— --� - rsAGA_ ��_o._.__. � s�o IVOJ - - WAu - uci4e P,77 VII -50 WESTERN WOODS USE BOOK DESIGN BENDING MEMBERS Continuous Beam — Two Equal Spans — Uniformly Distributed Load awl (q RI=V,=R'=V3 =— — :z- 10(;9 8 A lowl q �Sr R3 X63 16 SWI S C'41-2 S� 4; t1� V, Vmax . . . . . .. . . . . . =-- — 8 C3 W1, —A, M. . . . . . . . . . . . . . 8 31 9WI, -r C4J Mm t — . . . . . . . . = — - syc (a 8 128 wl' 4max. (at 0.461, approx, from R, and R) = 185E1 -- - L):SZ R— ',/ x 8 < Duckett Lateral Analvsis P (Total) = 2953 SEISMIC GOVERNS Improtance Factor I = 1 Wall AO WallOA (cripple wall) Wind Roof: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 P(25)= 0.72 0.3 0 0.7 0 14.5 1 = 0 P(20)= 0.67 0.3 0 0.7 0 14.5 1 = 0 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Wall: Windward Leeward q I P 0.67 0.3 0 (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.8 46 0.5 46 14.5 1 = 659 P(25)= 0.72 0.8 102 0.5 102 14.5 1 = 1384 P(20)= 0.67 0.8 72 0.5 72 14.5 1 = 909 P(15)= 0.62 0.8 0 0.5 0 14.5 1 = 0 P (Total) = 2953 SEISMIC GOVERNS P = 928 SEISMIC GOVERNS Page �- Seismic Roof Weight: Pitch = Rise:Run Pitch Factor 6: 12 = 1.12 (Pitch factor)x(Area)x(VVt.(psf)) Wt.(Ib) 1.12 x 1858 x 16 = 33237 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 463 x 17 = 7871 Soffit Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 540 x 10 = 5400 Ca = 0.36 Total Wt.(Ib) R = 4.5 W = 46508 Base Shear (lb) V= (2.5 x Ca x I x VI)/(1.4 x R) = 6644 Seismic Floor Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 774 x 10 7740 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 615 x 17 = 10455 Deck Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 606 x 6 = 3636 Ca = 0.36 Total Wt. (lb) R=4.5 W= 21831 Base Shear (lb) V=(2.5xCaxlx"/(1.4xR)= 3119 WallOA (cripple wall) Wind Roof: Windward Leeward q I P (Coef.) (Coef.x A +. Coef. x A) (@75) (lbs) P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 P(25)= 0.72 0.3 0 0.7 0 14.5 1 = 0 P(20)= 0.67 0.3 0 0.7 0 14.5 1 = 0 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Wall: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 0 0.5 . 0 14.5 1 = 0 P(20)= 0.67 0.8 0 0.5 0 14.5 1 = 0 P(15)= 0.62 0.8 129 0.5 0 14.5 1 = 928 P = 928 SEISMIC GOVERNS Page �- Seismic Roof Weight: Pitch = Rise:Run Pitch Factor 6: 12 = 1.12 (Pitch factor)x(Area)x(VVt.(psf)) Wt.(Ib) 1.12 x 1858 x 16 = 33237 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 463 x 17 = 7871 Soffit Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 540 x 10 = 5400 Ca = 0.36 Total Wt.(Ib) R = 4.5 W = 46508 Base Shear (lb) V= (2.5 x Ca x I x VI)/(1.4 x R) = 6644 Seismic Floor Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 774 x 10 7740 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 615 x 17 = 10455 Deck Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 606 x 6 = 3636 Ca = 0.36 Total Wt. (lb) R=4.5 W= 21831 Base Shear (lb) V=(2.5xCaxlx"/(1.4xR)= 3119 AUG-0972002(FRI) 12:00 LAKE OROVILLE REALTY (FAX)530 589 4919 P.001/001 NarceiQuest Dy"l.I.0-LORI H Property etail Butte, CA Kenneth Reimers, Assessor Parcel # (APN): 069-110-019-000 Use Description: C Parcel Status: ACTIVE Owner Name: PRICE KENNETH C MD ANIESA M 0 Mailing Address: 101.5 MADDEN LANE APT 133, ROSEVILLE 1'CA 95661 4 Situs Address: ' 323 LODGEVIEW DR, OROVILLE CA Legal ; Description: 323 LODGEVIEW DR ASSESSMENT Total Value: $159,302 Use Code: RS Zoning: RTI t. 00 Land Value: $29,736 Tax Rate Area: 091.005 Impr Value: $129,566 Year Assd: 2001. N Improve Type: Other Value: Property Tax $1,659.56. Price/SgFt: Improved: 81%- Delinquent Yr: Exempt Amt: Exempt Codes: SALES HISTORY Sale 1 Sale 2 Sale 3 - Transfer Recording Date: Recorded Doc #: Recorded Doc Type: Transfer Amount: Sale 1 Seller (Grantor): 1st Trst Dd Amt: Code1: 2nd Trst Od Amt: Code2: PROPERTY CHARACTERISTICS Lot Acres: 0. 5 4 0A Lot SgFt: 23,521 >✓ Bldg/Liv Area-409SQ. �t Units: Buildings: Stories: Style: Construct: Quality: 7.0 Building Class: D Condition: Other: Other Rooms: Year Built: . Effective Yr. Total Rooms: Bedrooms: 3 Baths (Full): 2 Baths (Half): 1 Ssmt SgFt Garage SgFt: "' The Information provided here Is deemed reliable, but is not guaranteed Fireplace: A/C: Heating: Pool: Flooring: Park Type: Spaces: Site Infince: Timber Preserve: Ag Preserve: Page: 1 of 1 AUG-09-2002(FRI) 11:42 LAKE OROVILLE REALTY (FAX)530 589 4919 P.001/005 Lake Oruville Fealty ,,12.riU Olive I My S'I'1= Oruville, CA 955966-55660 r3U-GD9-05UG Olfit:u .r,3U-rug-i9 i9 FAX t�:f [Mrrurtr...�,9 t'..3uu Uril¢ l.} U, hunt . 13rus U ilevIv-W U Pltt:rstt Cull"' a"' L! 1'ta:rse l4ef,ly Pltat�te nor -YOU ` ,vow �Ro�e,C7Tr H o PE r'¢ tt}rVE AUG-09-2002(FRI) 11:43 LAKE OROVILLE REALTY (FAX)530 589 4919 Thu Aug 8 09:42:02 2002 PAGE 1 of 4 FC -18(1/91) DEPARTMENT OF FORESTRY AND FIRE PROTECTION FIRE REPORT xr...r�M r• ----x------- �MMJY 3xx-c---- State: CA Year: 2001 Incident #: BTU -011455 Fire #: 00604 Exposure #: 000 Eire Name SHARP FOID : 04555,CDF, BUTTE COUNTY State: CA ,CALIFORNIA Year 2001 Order Agency/#: BTU -011455 Protct Resp: 1.1 ,STATE ZONE-CDF DPA, ,STATE Auto -Mutual -Aid : 2 ,AUTOM AID/INITIAL ACTN REC D FROM OTHER FIRE DEPT Situation Found 01: 11.0 ,STRUCTURE FIRE; NOT INCLUDED IN #17..0 OR #13.0 Situation Found #2: Situation Found #3: Situation Found )14: Incident Address Location: 323 LODGEVIEW DR. Rm/Apt: Zip Code : 95966 Census 0000.00 ,CENSUS TRACT UNDETERMINED OR NOT REPORTED Temp 70 Dispatch Level: Weather: l ,CLEAR Code: UN ,UNKNOWN Name(Last, First Mi): SHARP, JEFF Addr: 394 LODGEVIEW DR Rm/Apt: City: OROVILLE State: CA Zipcode: 95966 Telephone Number : (530)589-1383 Code: 00 ,OCCUPANT/OWNER Name(Last, First Mi): PRICE, KENITR Addr: Rm/Apt•. City: State: Zipcode: Telephone Number 1/4 Section: NW Seo.: 12 Township: 19 NIS: N Range: 04 E/W: E Base/Meridian: M ,MT. DIABLO Response Area: L1 Battalion ; 06 FHSZ : 12035.V Prop Mgmt : 1 ,PRIVATE TAX -PAYING PROPERTY General Property Use : 41 ONE -'OR TWO-FAMILY RESIDENTIAL USE Specific Property Use: 411 ,ONE -FAMILY DWELLING: YEAR ROUND USS: Building Code R-30 ,DWELLINGS AND LODGING ROUSES Structure Status 5 ,VACANT -BUT PROPERTY SECURED AND MAINTAINED Occupied 2 ,STRUCTR OR VEHIC NOT OCCUPIED AT TIME OF INCIDENT,' Mobile Property 98 ,MOBILE PROPERTY TYPE NOT APPLICABLE Yr Make Model License # St IF I MOBILEI --------------------------------------------------------------------- PROPERTY1 Vehicle Identification Number Permit # Drivers License # St INVOLVEDI ►r s AUG-0$-2002(FRI) 11:43 LAKE OROVILLE REALTY (FAX)530 589 4919 Record ID : Yr -2001 Inc# -BTU -011455 fireil-00604 Exg#-00d 2 of 4 SECTION B Date and Time Estimated Start . . . . . 09/24/2001 02:00:00 First Report . . . . . . 09/24/2.001 03:52:00 Method of'A1arm 7 ,TELEPHONE TIE -LINE TO FIRE DEPARTMENT (911 SYSTEM) Lookout: Second Report Method of Alarm Lookout Firat Enroutc 09/24/2001 03:59:00 First On Scene . . . . .09/24/2001 04:02:00 Contained . . . . . . . 09/24/2001 04:45:00 Controlled . . . . . . 09/24/2001 09:00:00 End Time . . . . . . . . 09/24/2001 10:00:00 SECTION C Casualty -------------------------------------------------- r �.... Injuries: Fire Service 0 Fatalities: 0 Non -Fire Service ........... Injurios: 0 Fatalities: 0 SECTION D Completed for all fires Billable Fire : No Type Action Taken 111: 15 ,EXTINGUISHMENT Type Action Taken #2: 71 ,INVESTIGATE Type Action Taken 113: Type Action Taken 114: Area of Origin : 71 ,CRAWL SPACE, SUBSTRUCTURE SPACE Level of Origin Sol Horz Distance From Origin: Equip Involved in Ig: 98 ,NO EQUIPMENT INVOLVED IN IGNITION Form of Heat. 72 ,SPONTANEOUS IGNITION, CHEMICAL REACTION Certainty 3 ,MOST PROBABLE Factor 22.0 ,RECKLESS - CARELESS OR NEGLIGENT ACTION Certainty 3 ,MOST PROBABLE Contributing Factorl: 112 ,ROOF COLLAPSE Contributing Factor2: 212 ,CARELESS ACT Resp Person-OcoptnOl: Sex #1: Occptn#2: Sex 112: Oceptn#3: Sex #3: Type of Material Ign: Certainty Form of material Ign: Certainty Method of Extinguish: Violation -Section #1: Code 111: Violation -Section 02: Code II 2 : Age 911: Age *2: Age 113: 85 ,OILY RAGS 3 ,MOST PROBABLE 17 ,STRUCTURAL MEMBER, FRAMING 3 ,MOST PROBAnLE.. 5 ,WATER ON APPARATUS INITIALLY ASSIGNED TO INCIDENT IF EQUIP INVOLVED -YR: Make: Model: Serial Number: AUG-09-2002(FRI) 11:43 LAKE OROVI LLE REALTY (FAX)530 589 4919 P.004/005 Record ID : Yr -2001 Inc# -BTU -011455 Fire$ -00604 Exp# -000 3 of 4 SECTION E Structure Fire Number of Storics : 1 Flame Damage Ext : 6 ,CONFINED TO STRUCTURE OF ORIGIN Smoke Damage Ext : 6 ,CONFINED TO STRUCTURE OF ORIGIN Roof Covering : 1 ,TILE (CLAY, CEMENT, SLATE, ETC) Construction Type : 4 tTYPE IV -EXT NON/LIMITED COMBUST; INTERIOR WOOD Detector System Type : 0 ,DETECTOR TYPE UNDETERMINED OR NOT REPORTED Power Supply : 0 ,DETECTOR POWER SUPPLY UNDETERMINED OR NOT REPORTED Performance : 0 ,PERFORM OF FIRE DETECTION UNDET OR NOT REPORTED Reason for Failure: 0 ,REASON UNDETERMINED OR NOT REPORTED Extinguishing System Type : 98 ,NO EXTINGUISHING SYSTEM Performance : 8 ,NO EQUIP PRESENT IN ROOM OR SPACE OF FIRE ORIGIN Reason for Failure: 8 ,NO EXTINGUISHING SYSTEM FAILURE Number of Heads Head Type Material Generating Most Smoke Type 63 ,SAWN WOOD Form 10 STRUCTURAL COMPONENT,, FINISH; INSUFFICIENT INFO Avenue Smoke Travel: 5 ,OPENING IN CONSTRUCTION SECTION I Dollar Damage Category CDF State/Fed Local Totals --------------------- Vehicle ---------- 0 0 0 0. Dwelling 155000 0 0 155000 other Structure 0 0 0 0 Other Improvements 0 0 0 0 Contents 0 0 0 0 Timber 0 0 0 0 Agricultural Product 0 0 0 0 Wildland 0 0 0 0 Other 0 0 0 0 -------------------- Totals ----- 155000 0 0 155000 SECTION J .Total Resources --------------•------------------- Schcdule A Engines: 2 Federal Engines 0 Schedule A Truck 0 Emergency. Fixe Fighter 0 Schedule A squad 0 Other Local Agency 3 Schedule D Enginpa: 2 Overhead 2 Schedule B Dozers 0 Call when needed Helicopter: 0 CDF Fire Crews 1 Helicopter 0 Air Attack .. 0 Private Equipment 0 Air Tanker 0 Paid Persons 20 Fire Crews 0 Volunteers 2 AUG-09-29-02(FRI) 11:44 LAKE OROVILLE REALTY (FAX)530 589 4919 + Record ID : Yr -2001 Inc#=BTU-011455 Fire# -00604 Exp# -000 4.of 4 SECTION K Comments ------------------------------------------------------------------------------ STRUCTURE UNOCCUPIED AND EMPTY, FULLY INVOLVED UPON ARRIVIAL. OILY RAGS STORED UNDER HOUSE IN STORAGE AREA. Type Of Action Taken III : #2 . #3 #9 Special Studies: SECTION L Reporting Officer ------------------------------------------------------------------------------- Name SOILEAU, LYDIA Title FE, FIRS; APPARATUS ENGINZF.R Date 09/26/2001 THE UNDERSIGNED HEREBY CERTIFIES THIS REPORT IS A TRUE COPY OF THE RECORD O FILE Signature /;-�Zd�.l •------------- Title Date----------� ----------------------