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HomeMy WebLinkAbout078-380-012MME M11M =In PERMIT#98-1200 NORTON, Dennis 4960 VE Rd., Oroville Cont: R & V Constructio New Single Family -f,'/," � RESIDENTIAL 036-111-033 PERMIT#98-1200 PERMIT NO. ; NORTON, Dennis 4960 VE Rd., Oroville PERMIT EXPII, Cont: R & V Construction New Single Family OWNER - CONTR. ,ASSESSOR PARCEL LOCATION 4. /azo r. OFFICE COPY c� FAS Date Dat Meter By �4ECKED SRA --- BY FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY Tei OFFICE COPY Address i � l GAS Meter By Date171 EIC Me v Date Called PG&E — JOB FINALED (Date) I Signature —E t d ✓ = OK 0 = Not OK - = Not Ap{ = Not Rea except RESIDENTIAL (Single & Duplex) rj.:� ` (2/Ftg ain; Soils-Elec,,Gmd.-/ /./-1 Ftg. Depth . Garage; SoilsSfeelfeel-EI� N Ftg. Depth r/4. N. Porches & Decks; Soils -Steel-/ i Ftg. Depth St walls, Main; Steel-Blockouts�Vrapped Stemwal arage; Steel-Blockouts-Wrapped Downs and Special Anchors a , Steel -Wrapped 8. Piers -Fireplace Ftg: I .W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Pyr Pipe; Test -Anchors -Regulator -Service Test 12. ,flectric Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. Girders -Sills -Anchor Bolts -Joists Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date !ZL-40 — and B-1 != Pte Card B-1 Date 4 i PLUMBING (Permit OK except #'s Test & Anchor -Nail W. est Fittings & Anch r -Nam .lien t. A 20 ower Pan; Test, First Floor -Tub Access Tj TOt Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s r 23!4Jxture & Transformer Clearance -Ins. Protection & Switches at Doors & No. of Conductors 9e5ex tstalled Close to Edge of Studs & C.J. ip'. Ground made up w/Mech Fastners-Bon s & Water f211k�2 Appliance Circuts in Kitchen & Conductor Size GA 29. SubfeWWiFe Size / / ga. Cu or AI-A.C. Wire Size / /ga Cu or Al 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral fl Yes fl No rvice-Riser Conductors & Ground -Main Disconect 82 Equip.,, earances Panels -Motors -Meth. Epuip. Ga. a loset Light -Shower Light -Spa Light en moke Detector Card B-1 Date Card B-1 Date X Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s A.0 .Ducts Insulation & Support ent Fan, Exhaust above insulation (37-16ondensate Drain & Overflow, Size & Grade u nce-Vent Access -Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date -FRAMING (Plans) OK except #'s 616.7 §95 Proper Materials & Anchors . Walls Studs -Nailing Spacing & Braces -Plates -Sound ring Walls over Girders & Floor Nailing aft Stop in Walls (rat proof) Fir ,Stops, Furred Ceilings -Stairs -Chasers -Tubs . eaders & Beams -Size & Bearing C9e' Hangers -Post Caps -Anchors -Connectors li ,.Joist-Rftr. Ties-Purlin-roff Brac.-Truss-Shting.-Ring. ace Ties or lue•Fireplace Throat clearance A5fcAncess; Size & Romex Protection -Draft Stop -Ins. Baffles 4.6W —_Qdrffi. Windows or Exiting Doors -Sill Hgt. & Dimensions 1. Garage—Eire—Protection Framing ;!! p rty Line Firewall & Openings Ext .Doors -One 3' -Check Garage 3rd Story, 2 Exits Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection Y -65 -Plywood on Roof Overhang -Attic Vents -Rafter Outriggers inq,Nailinq Veneer °L67!Stu esh-Drip Screed -Fd. Vents-Underflr. Access Glazng Area -Glass Protection -Skylights -Plastic Interior / Date �� /.� Card B- Date Card B-1 Date rT� Card B-1 Date Card B-1 Date __--PML (Plans) OK except #'s <63. Ext s -Door & Sidelight Protection -Landings Sm or Furnace; Vents -Clearance -Comb, Air-Conector- In tiara • ove Floor -Ducts -Meth. Protection edIggaiEviting FIUlath-Fixtures & Tub Access -Spa Ele5,2m-&Subpanel, Breaker Sizes & Labels - tairs & Rails riDFireplaSq oLStove, Clearance -Hearth 7-1,-M—ec.9utiets at Wood Panel, Int. & Ext. 72/Kit. Fixt. &,Appliance: Ground. -Air Gap -Cooking Clearance 73._14L1l5-Ou0et%'& Receoticales at Kit. Counter 7firWir. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. In G�Above Floor -Meth. Protection I ., ec. & Mech. Equip. Listed for Location E . ecetacles in Garage G.F.I. -Romex Protection Insul m -Looked in Attic 80 uard rails & Deck Construction -Post Caps 81. Fdn. VBent Crawl Hole Door Drainage & Wood -Earth �Cle ce Lopked'under Floor n Yes 4.2'Follgowing—lnstld./Drive p Yes p No/Walks 0 Yes 0 No/Planters 0 Yes Q No 8 . A nit Disconnect, Electrical -Plumbing Ven ve Roof, Plbg-Appliance-Fireplace-Clearance to Openings a eIl.Disconnect, Electrical, Plumbing e nor Elec. Trim, G.F.I. Receptacle -Underground Venti ThrecCqht House 90 orrection Pre ' Inspections 191. G M _ Gas -Electric aterr Connected -C/O to Grade -HD Approval 9&Ede—rgy Compliance Certificate -Other Certificates Dat Ca Date Card B-1 Dat C Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: V=OK O = Not OKNot ` ' = Not Ready Applicable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Cmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / ^:ft. / /Nat. or/ /"L'Yt./ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance 9. Siding; Nailing VeneerSkxxm-Mesh 10. Roof; Shthg-Roofing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Date 1. Zoning Requirements- Setbacks Easements Date 2. Footings; Size -Spacing -Marriage Line Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water, MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy 12. Permanent Foundation Only: License Decal 10. Plumb.; Cir. Test -Water Supply Test 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-DepthSpacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg: Bracing 5. Alum. Awn.; Columns -Connections -Splice Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing VeneerSkxxm-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 -GA S. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Cana B-1 Date Card B-1 AL APA = Vjva Certificate- of Conformance Certilicrat U IJ III U U .4 TIF I IS, TO CER -.y that tll(`,' timber products identified with at jILJP i (;()IlecIivP mark,of Engineered Wood Systeln s (EWS) vvprf.,. M,'Im Ifactured ill accordance with the applicaj)le staiidards, T aria i �as ociated sfj�o(,i fi ow: Z ANSI Slandat(JA190.1-1992, Fo K� jo r Wt)o(j I"roducks — Structural Glued Laminated limber NF.R-4116 Gltjh(j kiminatPd 'rilliber Combinations Md "GAP" (",ompulor Program FoCbeterri-iiniiiq I)e.sigll .......... ........ AIT*(, 117-93—Ma Standard SPOC-ific,'lliotis For StructurnI GIOP(i (.aminated Timber (.)t S0Itw0()cf es ,IIT IS l RF:13Y CER r1FIFU that thP APA EWS tural qh;ed !at, linated Unit)er members lit ,!welp produced iii"a ni'I'm1facturing facility S"hifcl. to regularmdilS ill �1('cc)rdarice with the Engineered 11 — -Verus (EWS) 0"ali ly'Assu ra nC0 PlOqtqtT . Routine,Ilj(jlts include inspectionk.11 Jfar1117, manuturinq I)roG(- of ill(' '10 industry standards for lumber ( -n(I ?'ill-1-113nt OA program with adequate sampling to` 0 e and 911.10141P bond (ILKIlity. 5 A' . 0 - , .0 � ( s IAL by /fL . j Thomas G. Williamson Executive Vice President FNI;1, t* MS in a i nla lori pt),;, p,,tj of APA - 77 /F FA;(-, INIFEnr- 17 701I$ 1911, r;lrnnl . po. nf)v V000 Ar,.rjt?CjA I I,,)Al 11700 - Tacni nn. WA M.14 11 .07(in ralMdlnnn 4rm-n(mr) - rnx N,imhnr: (253) Mir.7265 k*k 'A COUNTY OF BUTTE BUILDING DIVISION b :: DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 89,1-27,51 7 County Center Drive, Oroville; CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 :; CORRECTION NOTICE .:k PERMIT NO. <, A routine inspection indicates that the following violations of Butte County Ordinances exist at T the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please ntact t is office immediate y. Y y) X i na :t 4—kor ,r �J :f, r/ �✓CZ J Date Z If, REV 10/92 Inspector fes% LOERKE INSULATION CO., INC. 4960 VE Ave. Number and Street INSULATION CERTIFICATE Oroville City County Subdivision Lot Number DESCRIPTION OF INSTALLATION 1. ROOF Material Thickness (inches 2. CEILING Brand Name Thermal Resistance (R -Value) Batt or Blanket Type Fiberglass Batts Brand Name Johns Manville Thickness (inches) 10.25" Thermal Resistance (R -Value) R30 Loose Fill Type Fiberglass _ _ . _ Brand_Name—Johns-Manville _ Contractor/s min. installed weight/ft sq. .500 Ib. Minimum Thickness 13" inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) R30 3. EXTERIOR WALL Material Fiberglass Batts Brand Name Johns Manville Thickness (inches) 6.5" • Thermal Resistance (R -Value) R19 4. RAISED FLOOR Material Fiberglass Batts Thickness (inches) 6.5' 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Thickness (inches Brand Name Johns Manville Thermal Resistance (R -Value) R19 Brand Name Thermal Resistance (R -Value Brand Name Thermal Resistance (R -Value) DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficient Standards for residential buildings (Title 24, Part 6, California Code of Regulations) as indicated on the Certificate of compliance, where applicable. C.L.#499150 ��kll`1�Q/ LOERKE INSULATION CO., INC. t—i emYs-- Signature, Datenstal i Subcontractor Co.` Name Or MAR 1 4 toad General Contractor (Co. Name) Or Owner Item #s Signature, Date Item #s Signature, Date_ Installing Subcontractor Name) Nan it) ae)Or General Contractor Co. Or oOwner Installing Subcontractor (Co. ) ame) Or General Contractor Co. dame Or Owner COUNTY OF OUTTE BUILDING DIVISION- DEPARTMENT IVISION DEPARTMENT OF DEVELOPMENT SERVICES; 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530)-538-7541 CORRECTION NOTICE 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 explariation, . please contact this office immediately. P4- 77- :F Date Jr�.Inspector REV 10/92 ROBERT B. HEATON architect 10:_ Martha Whitney DATE: 8 July 1998 Butte County Building Dept, 7.-Courit.v Center Drive, Croville, CA 95965 _ In rely to your telephone call on 7/8/98, please be advised that this office has reviewed the Truss Calcs and Plans for the Norton project and the Trusses as designed comply with the requirements of this project -----:-- _-:--- --- - SED ARC No. C9192 _._..----- — F � 3.31.9 --------- — -- lC ` a ------------ ---- - • JUL 1 -3 1998 BUTTE COUNTY BUILDING DivisioN ❑ For your use / information ❑ Approved ❑ For your review and approval ❑ Approved with notations ❑ For your files —_ ❑ Rejecte Ki As you requested ❑ 2.044 PALM AVENUE — CHICO, CALIFORNIA 95926 — (916) 343-8038 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 fig -I an t^7) ASSESSOR PARCEL NUMBER 036-111-033 AR ZONING BUILDING PERMIT OWNER NORTON, DENNIS 53PHONE SO. FT. OCC. BUILDING VALUATION 1598 R 86 292.00 .OWNER'S MAILING ADDRESS 2586 OAK KNOLL 866 C 11 258.00 CONTRACTOR'S NAME R & V CONSTRUCTION TELEPHONE93 092 728 U 13 104.00 CONTRACTOR'S MAILING ADDRESS 3445 Meridian Road 95973 CONSTRUCTION LENDER EMPIRE MORTGAGE Fireplace A 1,500.00 LENDER'S MAIUNG ADDRESS 2550 HIGITHWAY 32, CHICO, CA 95973 Total valuation $ 112 154.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 685.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 445.25 BUILDING ADDRESS 4960 VE AVENUE Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1,173.25 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF U Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 91.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New CX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 4 BFnRnOMS Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W 920.00 PERMIT FEE $ 171 ELECTRICAL PERMIT -nn Fling Fee 20.00 Main Service zaOAORLESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P 1 License Class — Lic. No. o20r9 �o %! OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO lOooA 46.00 NEW CONST. DWEWNG OCCUP. OR ADONS. ( a ACC. OCCS SO 3.50H. NON-REOSID T.MULTI. OUTLET . CIRCUITS @7,50 OWER APPARATUS a SINGLE OUTLET CIR. OUTLET OR FIXTURES Ex. Occup.BAL. o .so Ex. Occup. OFlxuTlB�is Aa ) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE : 1 9A A0 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 Laoor Code, for the performance of work for which this permitis issued. My workers' compensation insurance carrier and policy number are: Carrier 5 TH-TE- FV A4 D MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ 61.00 Policy Number 4.'?> — onno ;21,2 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comp wit those provisions. X Date// Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ — Energy Inspection Fee $ 4670-0 occ CONST. TYPE TOTAL FEE $ 1,575.65 VN gEf IMP1 FLOOD CDF PARCEL PD HD su 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 I Date —� Receipt No. 40 WHITE-D.D.S.-B.D. CANARY -ASSESSOR INK-INSPECTORGOLDENR .APPLICANT .,r_ . .p.. .,,w'-. "trir t�'��r�rv,r,'•sy"�n _.; r.r iir..�r � ., �y,,.... , COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION • 7 COUNTY CENTER DRIVE - OROVILLE; CALIFORNI 95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: � N f /u�- � ASSESSORPARCEL ER: 3C Proposed Building Use: S Building Inspector: Date: 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 beerrsubmitted -------------------------------------------------------------------------------------- 02. 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. ❑ 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. ------- ----------------------------------------- 0 8. Hazardous Material Form. --------------------------------- ------'=------------------------------------------------ ufactured Home data and installatio instrLuctti ns mcl ding Tie Down Specifications .------------------ sof $-----�_l_=- u ------------------------------------------------------------- pact fees as shown on the attached schedule. ---- ----- ----------- --/--j ---------------- �1- - - California Department of Forestry plan approvaU ees. --------------------------- ❑ 1j/Flood elevation certificate. ---------------------------=-------- --------------------------------------------------- S ' on and plot plan approval LOA 6)-DHealth Department. ------------------------------------------- Citp plumbing permit. ---- 2L-6 _ - wt ---------------------------------------------- ❑ 116. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- 4W❑ 17. Planning approval for (A) Use: (B) Parking: -------------------------- 8. Contact Land Development about Improvements, El Drainage, Legal Parcel. ----------------------- 4,�'!� ,9. Encroachment Permit for driveway (construction approval prior to occupancy).-- ` ❑ 20. Pre inspection for required Request to Building Inspector on 112 1. Contractor's license information. (Number, Name Style, Classification). ---------------------- =------------- ❑22. Workers' Compensation carrier and policy number. --------------------- y------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner EI) - -------------------------------------- ❑�tter of signature authorization . Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- > — a—`� ❑26. Letter of intent on building use. ------------------------------------------------------------------------------------ ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. -------------------------------------------------------- -------------- ❑29. ❑433 A, El Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . --------------- 030. Other: ---_--- 7 2 98 ;7-2—PV When you issue the permit, process as follows ❑ Mail to owner, DMa4 to contractor. L9g elephone P� 3 "1C1QCI Z— and hold for pickup at C office. 0 Deliver with inspector. Applicant:A2�"6�604�,Date: l / Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: - By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Dahl- By: 1. Index permit application for the above items numbered: lan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by ate: Cc Contr, r, 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, caner w of the above required data by ❑ phone, ❑ mail, ❑ B 'Pdin Divisio coon , by Date: Plans reviewed Y. DatePlans approved by: Date: Sets of plans on hoiA ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. a COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE-.CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER--=��Ild'%LT� A.P. # PROPOSED BUILDING USE DATE REC # DATE REC BUILDING PERMIT FEES -- ante Due ................ $ . -- Additional Fees Due .... ....... ... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee .:..... $ 2. SCHOOL DISTRICT FEES ( aid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ f x $360.00 = $� Units Commercial (sq.ft.).... x . $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . I x = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) THERM ALITO DRAINAGE DISTRICT FEES $ 25.00 (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. APPLICANT e'�1nJ DATE Original -Owner Copy -Building Div. (Rev. 12/96) :F�,•yle"t �'ai"""'."'"'°7�ti,Cmr"'!��y�....�.,,,��,. ;•4=w-.,..•�ry,.,,,...:�,y���f Ts �'�ii�:'6'.a-:+-1�r.;�...y:•tTtr.'ae"�w"�>rw1`j�i!'3-e:.{'t�„�If�"�'1'.-''��•i. r.eAir *:'�„�r..:^'t4"^r�M ,f_W.;�r;s; Y,fi•.y;„ �.,.-_^;,yam.., .. 5 "BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) s School District . (/,�i�.Lr Building .Department No. A.P. Number j% ?j 0 '-� j Jurisdiction: � City � County • Property Owner Property Location/Address Subdivision Lot No. Residential Development ® Sq. Footage !6 No of Living Mobile Home Addition (Group R) k Units Installation Commercial/Industrial Sq. Footage New Addition (Including�Ezterior Roofed Areas) Building Department ReprQseyitative Date ' (Floo Plans r�vjctwed by School District Personnel) District Identification No. School District certifies that (Applicant) (Street Address) (Phone Number) -70 (City) has, complied with the requirements of Resolution No. representing square feet. I School District F Paid by Check # Remarks: (State) (Zip Code) by payment. of $ p��(fi4 , B 2926 $ ' ULL MITIGATION $ 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 projebt 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 (2/97)dmm a AND WIZEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 199D GD10ZSSS2 Recorded I REC FEE 10.00 Official Records I COPIES 2,50 County Of Butte CANDACE J. GRUBBS I Recorder I' I 03:36PM 19 -Jun -1998 I Page Vick11 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT , Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: 1 Date: 6.0-/9-9'6 PROPERTY OWNERS State of California ) County of ,6-Zi7`fe ) / On <Je-/11�1- 1f?e before me, personally appy ��iiii�/S /l.Eh27LD�J personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. 21C;i,1!rD FL! -;"2" S' E iN WITNESS my hand and official seal. r �ummssi^o y ? !�;a)7 ivlY SPS i Jotcry Pllb! c 800 LGii lP '�.; If•^,f p Signatur,� � Seal: my commas fl Ixxp. APR. 13,x;01 A.P.N��V��i �33 EXHIBIT "A" All that real property situated .in the County of Butte, State..o£ California: A part of Lot 4 in Block 299 as shown on that certain map entitled glnp of •V111a Verona, Butte County, California_', which map was filed in the office'of the,Recorder� of the, Counfv o.f Butte, Stat. c,=Califurnia,on;'Jnnuary- 17�";1l39� snore particularly`''=`sr described as follows: .A tTZ Commencing at the Southeast corner of said Lot 4f W}1ichs• � . x point is located�in the can J.. _ ter line of V -E Avenue, -as. shown on the Official Alsip thereof; thence `Northerlyelong' -- the easterly line of said Lot 4 and the centerlince:of e of V -E Avenue a�distan220 feet to the true point of beginning fo•r the g g - ,parcel `of land herein desc`rilied.;�.,thenceY,. West and parallel to the Southerly, line of said Lot'1F a distance of 1gg f e't X6 a point; thence North and' parallel to the Easterly'line,of said Lot 4 a distance of 220 feet to a point; thence East and parallel to the Southerly line`of~'sa'idL�ot 4 a distance of 198 feet to .a point on the Easterly line of sold Lot 4 and fi-r a center- line of said V -E Avenue; thence South along the Easterly line of said.:Lot°4a'nd,$the center line of said V -E Avenue a distance of 220 _feet to the true poInt "='ofd"b ginning., f APN 036-111-033-000 '' ` � ��, •X.. RECORDER'S MEMO: Jt` POOR RECORD IS DUE TO:, QUALITY OF ORIGINAL DOCUMENT I /98.00 AP"' 310-//1-33 U i /a � �,L � ✓� 4 I. 20' 30' OW.)D -ID LAND DEVELOPMENT OROVILLE / CHICO BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE OWNERS NAME 0 R � , ��N W S PRINT LAST NAME FIRST ADDRESS / LOCATION: Building Permit No. IJ8— t 2 oc-) A.P. •� — 1 I -- 3 NUMBER COUNTY ZONING DESIGNATION: FLOOD MAP: FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS DEED INFORMATION: OR MAP DATE OF CREATION: ` 1 Et—� 51'`�EED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: MAP INFORMATION: DATE OF RECORDING: LOT BOOK PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO. IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DIWSION UNLESS OTHERWISE NOTED. X1. Maintain a 50 ft. building setback from centerline of road. —2. Maintain a ft. building setback from right-of-way/centerline 3. Comply with Zoning code for building setback from road. —4. Maintain a 100 ft. leachfield setback from all existing wells. —5. Maintain a ft. leachfield setback from —6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. —8. Connect to a public water supply. —9. Connect to a public sewer system. _ 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ —12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) _ 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish &. Game at 916-355-7010. —14. A traffic mitigation fee for each new or. additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. —15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. —16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. —20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. 22. 23. —24.- -25. 26. LD 6/98 FORMS\BLDG PERMIT CLEARANCE CONNECTION PERMIT APPLICATION FOR SEWER CONNECTION AND SERVICE FROM LAKE OROVILLE AREA PUBLIC UTILITY DISTRICT _ .�� r/e`�1_-�'rs,� �. hereinafter referred to as "Applicant", being the property owner or owner's agent desiring sewer service, hereby requests Lake Oroville Area Public Utility District, hereinafter referred to as "District", to connect Applicant's sewage disposal line to District's sanitary sewer system and to provide sewerage service. Location of property:y -Z ��� A.P.#: �� - ��� — .3 3 Subdivision: ����r zzo on-� 61-10 ,•, ,P,4 Lot#: Block#: 1 44-1 C• Property Annexed ❑ Property Not Annexed ❑ Property Annexation in Progress Kind of Service: Residential R Residence of Owner ❑ Rental (single family) ❑ Rental (duplex) ❑ Apartment ❑ Industrial ❑ Commercial Remarks: No. of E.D.U.'s this permit: % Multiplication Factor: *Monthly Charges: - .50 Connection Fee:' <-Oa Ur) SC -OR Facility Charge: 4/ Total Amount Payable This Permit: Th se is or ere hal e�U�ance with the conditions hereinafter set forth and the ordinances, rules, regulations and p icies adopted, or to be adopted, by the Board. of Directors of District, all of which Applicant agrees to abide by and fully perform. Applicant agrees to pay for such service at rates and naesas are established by District from time to time. Signature of Applicant Name of Owner if.not Applicant S 01Ir- 9sy Mailing Address of Applicant Mailing Address* of Owner Phone # of Applicant: 633.3- 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 treatment/disposal 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 permit(s) 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 District's sewer mainline shall -be `- accomplished by District staff. 6. 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 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. Payment received by: Date: Receipt # ❑ CASH ❑CHECK # LAKE ORO EAREA P.U.D. By: i Dat :��'�� Permit #: - �1 *Monthly charge payable at the current rate at time of connection. LI STRUCTURAL CALCULATIONS'- Structural calculations for: Norton residence Butte County, California ROBERT B. HEATON L Architect 2044 Palm Avenue Chico, California 95926 (916)343-8038 -� I, CqT - Gravity loading Roof live load Floor live load Balcony live load Soil data Allowable bearing UBC Classification 20 psf 0 ReducIle ? 40 psf 60 psf 1.500 ksf 4 Z Robert B. Heaton Architect Date 7/1/98 2044 Palm Avenue Chico, California 95926 ' Tel. (530) 343-8038 Calculation data Description Norton residence Code used F994 Uniform Building Code Jurisdiction Butte County Wind loading Basic wind speed. 80 mph Exposure B Seismic Seismic zone 0 Gravity loading Roof live load Floor live load Balcony live load Soil data Allowable bearing UBC Classification 20 psf 0 ReducIle ? 40 psf 60 psf 1.500 ksf 4 3 Soil Robert B. Heaton Architect pate 7/1/98 2044 Palm Avenue Chico, California 95926 Tel. (530) 343-8038 Soil data Description (Norton residence Soil classification Reference table 18 -I -A 1994 UBC Soil weight 0. 1-10-1 kcf Input data for user defined classification Allowable bearing pressur 0.000 ksf Max. allowable pressure 0.000 ksf Increase for depth 0.000 ksf/ft depth Increase for width 0.000 ksf/ft width Friction coeficient 0.000 Lateral bearing (passive) Lateral bearing (passive) 1 0.000 1 ksf/ft. of depth below grade Increase for wind/seismicl 1.330 Include footing weight when calculating soil pressure ? yes Soil data used for design Allowable bearing pressur 1.500 ksf Max. allowable pressure 4.500 ksf Increase for depth 0.300 ksf/ft depth Increase for width .0.300 ksf/ft width Friction coefficient 0.250 Lateral bearing (passive) 0.150 ksf/ft. of depth below grade Increase for wind"/seismic 1.330 Resistance 0.000 ksf Page 1 SSBM_6 3:40 AM -------------- ------- 7 ------------------------------=-------------------- Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 7/ 1/98 Description >> RB -1 ---------------------------------GENERAL-------------------------------- • Span (L) > 18.250 feet Repetetive ? > N ,Reduce shear for bm depth > N Laterally supported (Y/N) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 22.210 ---------------='=------- ------ACTIONS--------------------------------- Uniform dead load > .244 kips/ft 49 % TL Uniform live load > .256 kips/ft 51 % TL Uniform total load > .500 kips/ft End reactions ........................... DL > 2.227 kips LL > 2.336 kips TL > 4.563 kips Design loads ............................ Total load moment (M) > 20.816 ft -kips Total load shear (V) > 4.563 kips --------------------------LUMBER DESIGN VALUES --------------------------- Base values Species Grade Fb Ft Fv. Fct Fc, E DFGL 24F -V4 2400 1150 165 650 1650 1800000 Size factor Cf > .976 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fc* Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.150 fl Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fc3 Fc, E DFGL 24F -V4 2692 1150 190 650 1650 1800000 --------------------------------BEAM DATA ------------------------------- Member width > 3.125 inches Member depth > 15.000 inches Required Actual Comment S (in"3) > 92.778 117.188 <ok> A (in"2) > 36:067 46.875 <ok> I (in"4) > 878.906 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .789 inches L/ 278 <OK> Live load deflection > .404 inches L/ 542 <OK> Dead load deflection > .385 inches Minimum camber (glu-lams) > .577 inches <1.5"DL deflection> Standard 2000'R camber > .250 inches -------------------------- CHECK MIN. BRG. AREA -------------------------- Minimum area > 7.019 in"2 Minimum length > 2.246 inches Assuming full width bearing SSBM_6 3:40 AM ---------------------=--------------------------- ------------------ - Rev 9-13-93 SIMPLE SPAN BEAM UNIFORM LOAD 7/ 1/98 -------------------------------- --------------------------------------- Description >> RB -2 » ---------------------------------GENERAL-------------------------------- Span (L) > 11.250 feet Repetetive 7 > N Reduce shear for bm depth > N Laterally supported (YIN) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 22.210 --------------------------------ACTIONS---------------- ---------------- Uniform dead load > .356 kips/ft 48 % TL Uniform live load > .384 kips/ft 52 % TL Uniform total load > .740 kips/ft End reactions ........................... DL > 2.003 kips LL > 2.160 kips TL > 4.163 kips Design loads ............................ Total load moment (M) > 11.707 ft -kips Total load shear (V) > 4.163 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fct Fc, E DFGL. 24F -V4 2400 1150 165 650 1650 1800000 Size factor Cf > 1.000 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fcz Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.150 n Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fc* Fc- E DFGL 24F -V4 2760 1150 190 650 1650 1800000 --------------------------------BEAM DATA ------------------------------- Member width > 3.125 inches Member depth > 12.000 inches Required Actual Comment S (in"3) > 50.900 75.000 <ok> A (in^2) > 32.905 . 37.500 <ok> I (in"4) > 450.000 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .329 inches L/ 410 <OK> Live load deflection > .171 inches L/ 790 <OK> Dead load deflection > .158 inches Minimum camber (glu-lams) > .238 inches <1.5"DL deflection> Standard 2600'R camber > .095 inches -------------------- - ----- CHECK MIN. BRG. AREA -------------------------- Minimum area > 6.404 in"2 Minimum length > 2.049 inches Assuming full width bearing Robert B. Heaton Architect 2044 Palm Avenue Chico, California 95926 Tel. (530) 343-8038 Date 7/1/98 Wind design values _.._-------- _._ Description [N-orton residence Exposure Importance factor Basic wind speed Roof pitch B 1.00 80.00 mph qs 4.00 in 12 16.40 psf 18.43 degrees PRIMARY FRAMES AND SYSTEMS Direction Ht. <0'-15'> <20'> <25'> <30'> <40'> Ce 0.62 0.67 0.72 0.76 0.84 ELEMENTS WALL Allstructures Enclosed structures Open structures Parapets ROOF Enclosed structures Slope less than 9:12 0.0081 0.0088 0.0094 0.0100 0.0110 Inward 0.0051 0.0055 0.0059 0.0062 0.0069 Outward ..------------------------------------------------------- ;0.0132 ;0.0143 ;0.0154 ;0.0162 ;0.0179 .----------�---------- J---------- ----------L----------I 0.0071 0.0077 0.0083 0.0087 0.0096 Outward 0.0092 Cq WALLS 0.0112 Windward walls 0.80 Leeward walls 0.50 Total wall 0.0041 Inward ROOF.:. ---------- ---------- Wind perpendicular to ridge --------------------• Leeward or flat roof 0.70 Windward roof 0.0083 Slope 2:12 to less `than 9:12 0.90 Slope 2:12 to less than 9:12 0.30 Roof total '0.0143 Wind parallel to ridge and flat roofs 0.70 ELEMENTS WALL Allstructures Enclosed structures Open structures Parapets ROOF Enclosed structures Slope less than 9:12 0.0081 0.0088 0.0094 0.0100 0.0110 Inward 0.0051 0.0055 0.0059 0.0062 0.0069 Outward ..------------------------------------------------------- ;0.0132 ;0.0143 ;0.0154 ;0.0162 ;0.0179 .----------�---------- J---------- ----------L----------I 0.0071 0.0077 0.0083 0.0087 0.0096 Outward 0.0092 0.0099 0.0106 0.0112 0.0124 Outward 0.0031 0.0031 0.0035 0.0037 0.0041 Inward ;0.0102 ---------- ---------- ----------- --------------------• 1.60 0.0071 0.0077 0.0083 0.0087 0.0096 Outward AND COMPONENTS 1.20 0.0122 0.0132 0.0142 0.0150 0.0165 Inward 1.20 0.0122 0.0132 0.0142 0.0150 0.0165 Outward 1.60 0.0163 0.0176 0.0189 0.0199 0.0220 Outward 1.30 0.0132 '0.0143 0.0154 0.0162 0.0179 Inward/ Outward 1.10 0.0112 0.0121 0.013.0 0.0137 0.0152 Outward I Open structures Slope less than 9:12 1.60 0.0163 0.0176 0.0189 0.0199 0.0220 Outward LOCAL AREAS AT b I S C O N T I N U I T I E S Wall corners 2.00 0.0203 0.0220 0.0236 0.0249 0.0276 Outward Canopies or overhangs at eaves or rakes 2.80 0.0285 0.0308 0.0331 0.0349 0.0386 Upward Roof ridges at ends of buildings or eaves and roof edges at building J corners 3.00 0.0305 0.0330 0.0354 0.0374 0.0413 Upward Eaves or rakes without overhangs away from building corners and ridges away from ends of building 2.00 0,0203 0,0220 0,0236 0,0249 0,0276 Upward J I Robert B. Heaton Architect Date 7/1/98 2044 Palm Avenue Chico, California 95926 Tel. (530) 343-8038 Seismic factors Description Norton residence LATERAL SYSTEM Seismic zone 3 Z 0.300 Importance factor 1.000 R •8.000 Numerical coefficient Site coefficient 5 1.500 C=(1.25*5)/T".66 19.683 > 2.75 C 2.75 Numerical coefficient C/Rw 0.344 Structure height (H) 20.000 feet Ct 0.003 Numerical coefficient T = Ct (H)".75 0.028 seconds V=Z*I*C/Rw*W 0.103 W I I . .................. ................... 0 V3 Ld TI ����C%-Z,+, F) 4- 61) o 3Z - q,6 0 (3 Z /Z /2- fi d,,e 011ar; yrs �c azeki r1w es r � • j i t y i r3 9 5/8" T4-11 plywood nailed with 8d nails at 3", 12" o.c. 0.254 0.310 10 1/2" gypsum board nailed with 5d nails at 7" o.c. max. 11 5/8" gypsum board nailed with 6d nails at 7" o.c. max. Robert B. Heaton Architect Date 7/1/98 2044 Palm Avenue Chico, California 95926 Tel. (530) 343-8038 Shearwall schedule Description Norton residence Mark Description HF DF 1 3/8" cdx plywood with 8d nails at 6", 12" o.c. 0.216 0.264 2 3/8" cdx plywood with 8d nails at 4", 12" o.c. 0.315 0.384 3 3/8" cdx plywood with 8d nails at 3", 12" o.c. 0.403 0.492 4 1&' cdx plywood with 10d nails at 6", 12" o.c. 0.254 0.310 5 1/2" cdx plywood with 10d nails at 4", 12" o.c. 0.377 0.460 6 1/2" cdx plywood with 10d nails at 3", 12" o.c. 0.492 0.600 7 5/8" T-1-11 plywood nailed with 8d nails at 6", 12" o.c. 0.131 0.160 8 5/8" T-1-11 plywood nailed with 8d nails at 4", 12" o.c. . 0.197 0.240 9 5/8" T4-11 plywood nailed with 8d nails at 3", 12" o.c. 0.254 0.310 10 1/2" gypsum board nailed with 5d nails at 7" o.c. max. 11 5/8" gypsum board nailed with 6d nails at 7" o.c. max. Blocking/top plate Applicable? Connector- A35 0.450 kips/each Length of attachment82.00 feet v 0.039 kips/ft A35 at 48 inches o.c. max. Connectors at rim joist to mudsill/cripple wall top plate, Applicable? v 0.245 kips/ft A35 at 22 inches o.c. max. Page I Wall line analysis Robert B. Heaton Architect 2044 Palm Avenue Chico, California 95926 Tel. (530) 343-8038 Date 7/1/98 Description Norton residence' Level (Main Line C� P lateral 3.190 kips Total wall length 13.000 feet Wall framing species DFL • Shearwall v 0.245 kips/ft Okl Shearwall Mark v cap Exterior 3/8" cdx plywood with 8d nails at 6", 12" o.c. • 1 0.264 kips/ft Interior None • 13 0.000 kips/ft v allow 0.264 kips/ft If user -defined SW used; Description v allow 0.000 kips/ft SIII nailingApplicable? 16d sinker good for 0.154 kips/each 0.154 = 0.628 feet 0.245 16d nails at 7 inches o.c. at SW Anchor bolts Q Applicable? 1/2" dia. good for 0.820 kips/each 0.820 = 3.342 feet 0.245 1/2" dia. at 40 inches o.c. max. Blocking/top plate Applicable? Connector- A35 0.450 kips/each Length of attachment82.00 feet v 0.039 kips/ft A35 at 48 inches o.c. max. Connectors at rim joist to mudsill/cripple wall top plate, Applicable? v 0.245 kips/ft A35 at 22 inches o.c. max. Page I Page 1 is Line geometry Robert B. Heaton Architect bate 7/1/98 2044 Palm Avenue Chico, California 95926 Tel. (530) 343-8038 2arwa summary - Line geometry bescription Norton residence —1 Level Main Line 1 V1 vl V2 v2 V3 v3 V4 v4 Segment Desc. Wall Opening °, 3 191r 9 0.04 Force 4.00 w 4.00 y 18.00 0 18.00 y 0.825 4.00 0 4.00 y 0.123 11.50 0 11.50 y -0.033 25.25 0 25.25 y -0.482 . 7.00 o 7.00 y -1.467 3.00 0 3.00 y -1.740 9.00 w 9.00 y -1.857 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Total lengths 13.00 68.75 Maximum collector force 1.857 kips 16d nail good for 0.132 kips/each Splice 14 16d nails Page 1 Stability details Robert B. Heaton Architect Date 7/1/98 4 2044 Palm Avenue Chico,. California 95926 Tel. ,(530) 343-8038 fiSFe—arwall SIImmary -Wall stability Description Norton residence Level IMain Line 1.000 v 0.245 kips/ft Assembly dead loads: Design controlled by: Roof 0.014 ksf Wind Floor 0.011 ksf Dead load reduction factor: Wall 0.010 ksf 0.667 Shearwall Dead load trib. Lengths 1.6Z 4.W 1.69 0.416 17.67 11.24 9.50 1.07 n +-L O o `o 3 a I- Y -Y c Y v �+`- o� Holdown s J tn 3 o Q 3 N d ~ o ~ J3 0 4- D d �.VV O.vV O.VV IO.VV 9.00 8.00 8.00 24.00 0 V.3Vg /.y 1.6Z 4.W 1.69 0.416 17.67 11.24 9.50 1.07 Page 1 1.69 H02A/2-2x4 1.07 1402A/2 -2x4 Connectors at rim joist to mudsill/cripple wall top plate v 0.180 kips/ft A35 at Page 1 48 inches o.c. max. Q Applicable? 30 inches o.c. max. Wall line analysis Robert B. Heaton Architect Date 7/1/98 2044 Palm Avenue Chico, California 95926 Tel. (530) 343-8038 Shearwall summary Description Norton residence Level Main Line P lateral 3.190 kips Total wall length 17.750 feet Wall framing species DFL Shearwall`v 0.180 kips/ft Oki Shearwall Mark v cap Exterior 3/8" cdx plywood with 8d nails at 6", 12" o.c. 1 0.264 kips/ft In None . 13 0.000 ,kips/ft v allow 0.264 kips/ft If user-defined SW used; Description v allow 0.000 kips/ft Sill nailing F±1 Applicable? 16d sinker good for 0.154 kips/each 0.154 = 0.857 feet 0.180 16d nails at 10 inches o.c. at SW Anchor bolts Applicable? 1/2" did. good for 0.820 kips/each 0.820 = 4.563 feet 0.180 1/2" din. at 54 inches o.c. max. Blocking/top plate F11 Applicable? Connector A35 � 0.450 kips/each Length of attachment82.00 feet v 0 039 kips/f+ Connectors at rim joist to mudsill/cripple wall top plate v 0.180 kips/ft A35 at Page 1 48 inches o.c. max. Q Applicable? 30 inches o.c. max. Page 1 Line geometry Robert B. Heaton Architect Date 7/1/98 2044 Palm Avenue Chico, California 95926 Tel. (530) 343-8038 Shearwall summary -Line geometry Description- Norton residence Level Main -Line V1 vl V2 v2 V3 v3 V4 v4 Segment besc. Wall O enm y0.04, Force 10.75 w 10.75 y 15.00 0 15.00 y 1.510 40.50 o 40.50 y 0.921 7.00 w 7.00 y -0.669 8.00 0 8.00 y 0.314 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Totallengths 17.75 63.50 Maximum collector force 1.510 kips 16d nail good for 0.132 kips/each Splice 11 16d nails Page 1 (9 Stability details Robert B. Heaton Architect Date 7/1/98 2044 Palm Avenue Chico, California 95926 Tel. (530) 343-8038 _ �arw:a umrnary wdu odboity Description Norton residence Level - Main Line 2.000 v 0.180 kips/ft Assembly dead loads. Design controlled by: Roof 0.014 ksf Wind Floor 0.011 ksf Dead load reduction factor: Wall 0.010 ksf 0.667 Shearwall Dead load Crib. Lengths n n} r L O $ o o 0 3 Y J 4 of ° s d> Holdown 0 0 3 d 0 0 ' iv./D .es.uu es.uu ib.uu u.3u4 15.5 11.72 10.75 0.71 0.71 HD2A/2x4 7.00 8.00 8.00 0.080 10.06 1.31 24.00 0.38 0.38 HD2A/2x4 Page 1 PRfs!'JECT PROCESSING ORD APPLICANT: OWNER: •. PERMIT fit: A. P. #: WORK DESCRIM DATE I)ESCRIPTION OF STEP 0 Ani Date: June 19, 1998 • u e oun y LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Permit Applicant: R & V Construction 3445 Meridian Road Chico, CA 95973 With reference to the above subject, attached is: [X] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other Permit Number: 98-1200 Assessor Parcel #: 036-111-033 Action Required: [X] Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, Martha Whitney Date: June 19, 1998 Permit Applicant: R & V Construction 3445 Meridian Road Chico, CA 95973 Permit Number: 98-1200 Assessor Parcel #: 036-111-033 The above referenced building plans were received by this office Provide additional information and/or make revisions to plans, specifications and calculations as follows: _ 1. Provide engineering as house meets definition of unusual shape - trusses extend more than 6 feet beyond braced wall line. Sec. 2326.5.4.2 UBC ( 2.) Truss calcs do not match notes on roof framing plan. Revise conflicts and provide beam at dining room because truss calcs show bearing this location. Energy calcs: 3.1 2 X 6 framing with R-19 insulation must be modeled in calcs. 3.2 Provide size of windows at front door - dimension on plan. make sure they match calcs or revise. � • g •� S I�c c1Qe�1� . rev; se -d r�ev?LuA If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4: 00 P.M., Monday through Friday. cc: Dennis Norton 2586 Oak Knoll Oroville, CA 95966 Martha Whitney I ';gYi•O]eCU HC7CLLeB5. 'HY}�,V3.b-1.L'.L^3J i. . ^ h .Oroville, CA *v4', 50* Documertaton Author. Marty Runnells******* 1 Energy Calculation Services 7 9107 Mangrove -Avenue, Suite D Chico, I CA 95926 ; I• BuilnCf, Us P an I- D'ate I' y Fi;e C ec Date Climate Zone1. .., L. (� Comp l ante Method MICROPAS4 v4,501 for 1,995 Standards byEiiercompi Inc. 1 t MICROPAS4 v4.50 1Pile-9811S Wtli-CTZ11S92 Program;rFORM'6F-1R r User#-MP1333 Use--r'rDnergy Calct'i1a•tion ServRun-1598 S,F Res: ^ Su`bmlttal GENERAL INFORMATION, `I LI Condationed Floor Area 1598 S. ; 1 Building 'hype, Single Family Detached � i I, l: Construction Type'.. New = Building FrontOrien;tation. Fx,ont FaCing'�90 Number'of`:Dwellin Units. 1' N, rb'er of:Stor'es .: a Floor'Cons'truotion Type Rained Floor;, �� �i t 1 1. Glazing IPercenLage.. 14'.1 % of floor area, U-alue. O.i84 BLu/hr-sf T, '' Ave.rags Glazing v ` t" A Tar BUILDING SHELL:' INSULATION � 1 � •� I SEC � p tame Cavitiy h g y �1 , s Assembl Com onent FS "eathin In ul I Type Type R -value R' -value R-�ralue U -value Lo.cation�Comnents 4 _ �R-n/a R-;13 0 . 08.8 PLPN FRONT FRONT RIGHT 6 �g p FRONT -LEFT, LE TO 'GARAGE BACK RIGI3T, KNSE, ALL Doo n�aR-0� R-n�a R-0�� 0.330 DNTRY, TO GARAGD l, Roof n/a R-'30` R-n.�a R-'30 0 . 03.1 , TO +ATTIC'.; ,AULI �7 Floor �' near R-1. R-n�a R-19 0.037 RAISED' Fd'4OOR �" r ,, I i FENESTRATION , �( of.-Tnteri.or Over- - Exterio_ han" Framin Pdn- Shadin , Ar.ea U � �g'� g g i Orientation (sf) Value es 'Description, Shading Fins Type Window '.Front (E) '.105.0 0.870 2 Drapes.Std' Il -None;µ Yes: MetalDiv Wi'ndovi Front ;?.E) 13.4 0.'720 2 Dra.nes.Std None , Yes Metal Window Right" ', ID A :0': 870,' 2 �� Drapes.8tid �� None,., � `i!es �� Met-alDiv Window ! Front (SE) 10.0 p0.870 2 Drapes.Std None Yee MetalDiv ' W9.ndow ' Sa c (W'} 61.5 '0.870 2 Drapes'. Std on Yes., Metal Door;' B� t (W) 18.0 0.550; 2 Drapes Std! None.; 1'es. Wood ���None Window Right N) 7.5.`0.8706 2 Drapes.Sta= None,.Metal I' I x1m H , 1Y # Mrd Y Yn7i , % 1 •Rw 1 sit • � i' r e� v sur ° I i I H,S�E '150: I I I I. Mi. hG.dl, `fie 2:j f �,6 331 � I �r�a I n �W ax" 1 I. F I I I I I I I I I e � w e.rJllji �'i fy ale��e /a • R✓x„prh.+�a�4Y �..:5w.4: NA.�.i.`1wL w u . 4. ..f,741 !' alw IW+nvIWIbIWWt4%rv.r.ulN6aA.WaY L1.��.+«�r, .w� +�" I ry.r,.r Iw - 1 �. ���I I IN t' PaJ e� I i 1 - C 7'R � � I I I I C MPUTER NJETHOD SUMMARY O I I .> I L- I, ,I ProlecL`Addrees .AP# 1036-111,33 Orovl,e,, ;GA *v4 5 o * ttali Du ocmentation Authur'.. Marty lQnells ******* nnergy;> ca' lculii tion Services J, 190f7 Mangrove Avenue, Suits D ;Chico;,' CA 959126 916-894-846:6 Buildinq, Permit P "an C e;c Date '- i F: -Le C ec +Date Orloviilei CA *v4.50* Do'aumentation Author ..'Marty Runnells *****'** Stti ing Permit Energy Calculation S'ervides,ll 1907 Mangrove Avenue,', Suit:©��D Plan C ec Date Chico', CA "95926 894-'8466 Field,C ec c Date 916-_, f � OVERHANGS ' AND S O FINS I � - =idow-- Oyerhang`- —Left 'Fin-=. — Ri.ght Fxn-- i Area Left Rght Surface'. (sf`) Wdth Dp,th Ik�ht Ext: Extl Ext �, Dptli Hgh.tExt .,Dpt�h�Hght .tight , 1 ri 6 Window 6 '7 6.67/a_ 10� ', 5j�j z1/a- n��a' n/a n/a r��a : n/a n/a 7 Window 10 .:.0 5 6 8 5 3 48 n/a n/a n/'a n/a /a ! 8 Wi'ridow 3 o. 0 5 n/'a 3 5 n%a' n/`a' n. /a n/<a n/a 9 v�indow 10.0 3.5 3 1 10-' 5 48 6 n/a n/a n/a n/a n/a n�a 10, V�i.iidow 10 .5 6 ,67 n/a' ,I 10 5 n/a: n/a ` n/a n/a �'' n/a ` n/a'n�a n/a' 11' Doox 18.0 6 ,67 n/a 1°o. 5 n/a n/a,; n/a, n/,a n/a ' i2/a n/a n%a 2 ,Window. 16 . 0 4 n�a 1'0' 51 n/a' n/a n/a n/a n/a n/a n/�a . n/a f 13 Window. 3 . 0 1 n/a 8 S,` n n/a nj'a n''/6n/a :' n/a n/a n/a ., '. 14 Wxridow ,, 16.0 4i n/a J:O .5. n/a'; n/a n/a n/a` n/a '.n/a, :n/a n/a 5 Wiiadow 16 . ,0 n, 4 10" 5 ,,� 5 48 � n/a �n/a ;� n /a ' n/ a"' n/a n/a:, I THERMAL MASS Are 4 Thud>k Re'at Conduct- Surface `Location/Comments I Nass Type sf ,,, Gin) Cap ivit, R-va ue, �0. { 1 TnLerxo I3orz 380' 0�. 8 2h- 0 67 R -O. 0 2NTR°Y/iiAT�HLS/KTT. /DZZTT�NG � 1 PIVAC SYSTEMS b Minimum Duct Dort Duct SY't,em "Type Effiei.ency Location R -value aff'.cieney HOUSEf Gas 0 . 800 AI'UE Attic �R�4.2' 0 . 830 l' ACSplli 10, 00 SIIER:Attic R-4..2 0:: 810 W&k]IZ•HETTNG 'SYSTEMS I I4umberl ,e Tanklxterial � Ener. S'i'ze Tnsuiition gy Tank' T e Beater T e Distribution T� S stem I ..,._ Yp �_,.. Yp 1p. Y... Factor ('al') R -value ,,. g.. ., L' ,Storage Ga°s S�tandaid 0: SPEC LAL FEATURES/Rk1MARKS n�. ny I fvq I h x' qh� i i CMxvs, } I w.. I