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039-210-021
GARAGE AND ADDITION W/0 PERMITS 9/20/99 039-210-021 99-2742 VUGRENES, G 3230 KON GAVE"FOST&PANcH CONT • WNER A ION OUT PERMITS 039-210-021 01-0565 VUGRENES, GREG 3230 KONN(NG AVE. FOREST CH CONT: OWNER I ST RENEWAL QP# 99-2742 INALE 039-210-021 02-0851 -Z� 0 VUGRENES. GREG 3230 KONNING AVE., FOREST- RANCH 0"' RENEWAL PERMIT BPPOI-0565 9 039-210-021 PERMIT#96-95AG VUGRENES, Greg 3230 Konning Ave, Chico Ag Exempt Permit -Tractor Eauin �I 7' 02�Jx NOTES' RESIDENT, klkz--Qo -,5aIo rem o,,./. � 6 039-210-021 � _ PERMIT N1.. 2742 ,pppp n / WG.RENES, GREG �iv� � �ora.�.�L'Qr �i%�.(•,qj° :S fid' cY,4'/i°�i t� I 3230 KONNING AVE., CONTR: OWNER t ADDITION WITH OUT PERMITS F` q • rt N • .1 a SPECIAL CONDITIONS CHECKED BY SRA, FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS ' VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY + rAddress GAS Meter By — Date + ELECTRIC j� + Meter By r7 Dat 30 D _ JOB FINALED (Da y Signature > = OK a= Not Ok. Not Applicable MOBILE HOMES Not Ready 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 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 4. Water; Location -Test -Easement Needed (Sketch) 2. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L'ft./ CLPG 5. 7. Well Clearance & Disconnect Carports; Windows -Doors 8. Utility Clearance 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s FINAL (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances Elec.; Receptacles and Lighting, Distance-GFI 5. Drain; MH Test -Fall -Flex Connector Elec.; Pool Lighting; 15 Volts-GFI 6. Water; MH Test -Regulator -Connector Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/O to Grade -HD Approval Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Gas and Electricity Tagged Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Tie Downs -Type -Installation Cert. Health Department Approval 10. Exits; Insp.-Sketch Plumb.; Cir. Test -Water Supply Test 11. Cert. of Occupancy Light Niche 12. Permanent Foundation Only; License Decal Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills -Anchors- Studs- Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V= OK 0 = Not OK = Not Apl = Notate, RESIDENTIAL (Single & Duplex) Date ,n finderfloor (Plans) OK except #'s U119 ., Main; Soils-Elec. Gr .-/ r Ftg. Depth Ftg., Garage; Soils-Steel-Elec. Grnd.-/ r Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ r Ftp. Depth L Y. Stemwalls, Main; Steel- Blockouts•Wrapped 6. S emwalls, Garage; Steel-Blockouts-Wrapped 6W.Aold Downs and Special Anchors 7. SI b, Steel -Wrapped ers-Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date j Is l IJfJ- Card B-1 &.5Date Card B-1 Date�LoO�Card B-1 Date Card B-1 Date I UMBING (Permit) OK except #'s 1 V.Nater Htr.; Vent-Access-Combustio affle 1 er Pipe Anchor -N rot 1 W - Fittings & Anchor -Nail Protection ower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe: Sixe & Anchors Date ' y Z 77 Card B-1 / Date Card B-1 o t, Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Fixture & Transformer Clearance -Ins. CrotCc n 2 ! c. Receptacles Spacing -Lights & Switches at Doors Size Boxes & No. of Conductors Stapled 2 omex Installed Close to Edge of Studs & C.J. J. quip. Ground made up w/Mech Fasteners -Bond Gas & Water 28-f-/ Bance Circuits in Kitchen & Conductor Size GFI 4941 it 29. ubteed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al v 30. Range Circle/ / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral ❑ Yes ❑ No Service -Riser Conductors & Ground Main Disconnect VEquip. Clearances Panels- Motors- Mech. Equip. 3g/"Clothes Closet Light -Shower Light -Spa Light moke Detector Date 7j t --+=-Card B-1 Date Card B•1 Date f Card B-1 J Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date lif 0,"Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK ex ept #'s Sits Proper Materials & JQAo 4 alts St ds -Nailing Spacing & Braces -Plates -Sound Bea 'n Walls over Girders & Floor Nailing r t in Walls (rat proof) 4 ire Stops, Furred Ceilings -Stairs -Chasers -Tubs Haeaders & Beams -Size & n r1 4 Date i FRAMING (Continued) #Y.. Cling. Joist Ties-Purlin-Roll Brac.-Truss-Shting.-Ring. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 4 Atti ccess; Size & Romex Protection -Draft Stop -Ins. Baffles 50.. d m. Windows or Exiting Doors -Sill Ht. & Dimensions 5 Gara a Fire Protection Framing Pj erty Line Firewall & Openings t. Doors -One 3' -Check Garage 3rd Story, 2 Exits Fire Protection v 5V/Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing Veneer cco Mesh -Drip Screed -Fd. Vents-Underflr. Access 5 lazing Area -Glass Protection-Skvliahts-Plastic Panels nfi Itration- Walls -Windows Date Card B-1 5.-%- Date Card B-1 Date Card 13-1 gatEF— Card B-1 Date NAL (Planso OK except #'s p§>Y15or & Sidelight Protection -Landings Sm Detector urnace Vents -clearance -Comb, Air-Connector- 1arage; Above Floor -Ducts -Mach. Protection BDdrdorrL Exiti na 68!EleQ/Trim & Subp6nel, Breaker Sizes & Labels race or Stove, Clearance -Hearth +Stlets at Wood Panel, Int. & Ext. W"'& Appliance; Ground -Air Gap-( Outletseceptacle t Kit: IdT Door; Swing -Landing -Close uct in Garaoe-Damper ArY1Wtr. Htr.; Vents -Clearance" -Comb. Air Connector-P.R.V. V in G ge; Above Floor-Mech. Protection 77 ., Ele ech. Equip. Listed for Location eceptacles in Garage (F.F.I.)-Romex Protection ns ion -Foam -Looked in Attic G Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth (;IeaEAAce Looked under F!gar p Yes ollowing Instld./Drive es :) No/Walks J No/Planters es O No 7/475 St o Brown -Finish ft -A U Disconnect, Electrical -Plumbing 8 ntsAtiove Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86--IfflatejA Yell, Disconnect, Electrical, Plumbing 8 rioyElec. Trim, G.F.I. Receptacle -Underground tryoKi-iiation Throughout House from Previous Q4 --Gas TV—Meters Tagged, Gas -Electric 9 . �� Sewer Connected -C/O to Grade -HD Approval Jamin y Compliance Certificate -Other Certificates ddress Posted Date i Card B-1 Date Card B-1 Date _ Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE 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 A -Rdz' OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please co tact this office immediately. r 411-KIZ124- si�9fq PC—,)"-") I J �f :-10 Pe" Date — ro Az th 0 Inspector REV 10/92 zz� '4"z C gNTY OF BUTTE BINLDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Orovill�,,CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Or inances exist at the above address and should be corrected. Please notice this office when cq(r`ection of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact t r5 office immediately. r Date �LI Inspector - v REV 10/92 �..- A COUNTY OF BUTTE' i BUILDING DIVISION DEPARTMENT OF DEVELOPMENT'SERVICES 411 Main Street • Chico, 01(530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE Vo6Xc-y('- 5 a2 OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contacythis office immediately. elwt"- (SLac �,l //t CYT 6911 51,a( -76,t1 47 7 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 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. v Date V r) / y J Inspector REV 10/2 / I,. 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 Vu ,f, OWNEV ! PERMIT NO. A routine inspection indicate is hat the following violations of butte county Ordinances exist at the above address and shoul be corrected. Please notice this office when correction of work is completed. If you have ny questions pertaining to this matter, or need additional explanation, please contact this of 'ce immediately. Oi ✓ %� tG 1nne •"� P u 4r %s fa-, 4e v �,✓ Date 3 REV 10A Inspector t Al �. __�-•..�_...+-rT C-W-2r�Y-f'i.:a.sei.+/e. a',.s.-d'+-v.v�`�Y'Anr's�.'..`r'�r�.f.--rv+"Yr'`�.,.. "'+V•�+a�r3•l::v�.�yY+u . • • • • • 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 A� 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 an uestions pertaining to this matter, or need additional explanation, +, please contact jhis office;mmediately. 4jXd //7G Gf/ ?, i��dd/�2E! 1,/�l,/l_� iL� l�/�,� G� �i✓ /2 `� o� /hG- 0071, G C/ o- 44a, i 2//W', Pl/%wr 914-f/I-I 11UZ Nal n__. viii COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ©T 3 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PER IT NO. (Rev. 12/96) APPLICATION AND PERMIT -0 ? ASSESSOR PARCEL NUMBER 039-210-021 A 20 ZONING BUILDING PERMIT OWNER GREG WGRENES TELEPHONE 342-2247 SO. FT. OCC. BUILDING VALUATION .OWNERS MAKING ADDRESS 14906 Eagle Ride Forest Ranch 95942 CONTRACTOR'S NAME owner TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGA. Konning Avenue Forest Ranch Ener Plan Checking Fee Energy 9 $ $ PERMIT FEE $ 443.00 LOT NO. SUBDIV610N'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee . 20.00 Each Trap 7.00 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 ❑ Unities ❑ Installation ❑ Other ❑ Describe work: 1ST RENEWAL PERMIT 01-0565 i1 ct renewal permit 99-2749 Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I WF_ 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service zo.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. nn� s� License Class Lic. No. 01003 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License aw for the following reason: ❑ I, owner of the property, or my employees with wages as their sole compensation, III 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 I000A 46.00 NEW CONST. DWELLING OCCUR OR ADDNS. ( s0 . NoµRESID. MULTI.OUTLET 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. E7(, OCCU OUTLET OR FIXTURES BA.0 O 1 .00 0 Ex. Occup. OFIX�S AESI6.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure. for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy, number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Polic umber above sections need not be completed if the permit is for work of a valuation e hundred dollars ($100) or less.) ZIceortify that in the performance of the work for which this permit is issued, I shall not employ any per on in any manner so as to become subject to workers' compensation laws Cal'rfornia, and agree that if I should become subject to the worker ' comp s on provisions of section 3700 of the Labor Code, I shall fo h c ose pro ' ion -6. X Date oo�-- atur o Appli nt - ner Contractor ❑ Agen An OSHA permit' re ' or excavations over 60" deep and demolition or construction of structures ov ories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 443.00 HAZ. D. FEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. /' Date `y 1 Date Receipt No. 1 i WHITE-D.D.S.- A A ESSOR—PINK-INSPECTOR GOLDENROD -APPLICANT OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the ajor labor and materials for construction of the proposed Qproperty imprr ment : YES NO 0 I HAVEi HAVE NOT 0 signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: PHONE: CITY: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: PHONE: CITY: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: ><SOCIAL SECI Y NUMBE DATE: %/ D NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORMATION I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as. contractors or subcontractors, then you may be an employer. ♦ If you are an emplover, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about.licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. ! rely, Mic el C. Vi ira, C.B.O. M ger, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code - OVER . r COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541� IT NO. �� (Rev. 12/96) APPLICATION AND PERMIT T 4k3� ASSESSOR PARCEL NUMBER U_ ZONING BUILDING PERMIT GWREG WGRENES 342-2247 SO. FT. OCC. BUILDING VALUATION 2278 R 123,012.00 OWNERS MAILING ADDRESS 14906 EAGLERIDGE 701 U 12;618.00 CONTRACTOR'S NAME OWNM TELEPHONE EST R�QD 20,000.00 120 C 1,560.00 CONTRACTORS MAILING ADDRESS 0 0 224.00 CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $5,9 G' ARCHITECT OR ENGINEER LICENSE NO. , Filing Fee $ 20.00 Permit Fee $ 846.0 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS 3230 KONNING AVE Energy Plan Checking Fee $ 23,0 $ PERMIT FEE $�438.Sl LOT NO. SUBDNLS IONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF X Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 112.0 Solar or heat pump water heater 23.00 Water piping 15.00 15,0 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition [ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 BEDROOM S/F Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W @20.00 PERMIT FEE $ 1 p ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A OR LESS 23.00 93-00 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.b License Class Lic. No. OWNER -BUILDER DECLARATION I hereby irm under penalty of perjury that I am exempt from the Contractors License Law fo a 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 TO 46.00 WEE200A NEW CONST. DWELLING Occup. so CC OR ADONS. ( a ACC. BLDS. 3.5¢s; 104-9 NO�NgEOSIpT. MULTBRAN,I.OU' 97,50 PSINGLOWER APPARATUS E OUTLET CIR. 20@'.0° OUTLET Ex. OCCU BAL Q .50 FIXEO APPLNS. OR Ex. Occup. ounETs REs10. EA1 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ " WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the 'Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating 4 TON 1 20 00 Cooling Hood 6.50 Ventilation PERMIT FEE $ p Policy Number (The bove sections need not be completed if the permit is for work of a valuation one hundred dollars ($100) or less.) 1 certify t tin the performance of the work for which this permit is issued, I shall note y any person in any manner so as to become subject to workers' co m tion laws of California, and agree that if I should become subject to the s' comp nsation provisions of section 3700 of the Labor Code, I shall ith co ly with those provisions. _ Date Api t- Owner ❑ Contractor ❑ en quired fo excavations over 5'0" deep an dem ' Ion or constr ction ove stories in height. 4Anpermiti�r Mobile Home Installation Fee $ Energy Inspection Fee $ no occ CONST. TYPE TOTAL F $1 918 . =.Af IMP I Flo I CDF I PARCEL I PD I HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which ees have been paid. By Date J v PERMIT EXPIRES ON D 'A F Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR oPINK-INSPGCTOR & GOLDEN ROD -A LICAN 61 Eu ite Co LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 Greg Vugrenes Re: Bui1d4n1f14P9fii11#0 01-0565 14906 Eagle Ridge Expiration Date: 3-14-02 Forest Ranch, CA 95942 A.P. # 039-210-021 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into one of the category marked below: [ Permit work started, but not completed. Permit may be renewed for 1/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building pen -nit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with. the fee shown. Please return all copies of the application form. [ ] No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. [ ] A final inspection has not been made on permit work. Final inspection approval is required before occupancy. Our field inspector has verified that the building is occupied. Occupancy must cease until a final inspection can be made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records are in error or should you have any questions concerning this matter, please contact the Chico office. Thank you for your prompt attention concerning this matter. YWrs very truly, C. Vieira, C.B.O. -, Building Inspection MCV:lt Attachments Chico Office - 411 Main Street, Chico / 891-2751 `\ z COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 RMIT NO. (Rev. 12/96) APPLICATION AND PERMIT M -O A« ASSESSOR PARCEL NUMBER 039-210-021 ZONING 0 BUILDING PERMIT "NUtEG VUGRENESTELEPHO 42 2247 SO. FT. OCC. BUILDING ION 07496 EAdSS LE RIDGE, FOREST RANCH 95942 r CONT,QAWggS NAME TELEPHONE CONTRACTOR'S MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace f LENDER'S MAILING ADDRESS Total Valuation $ O ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee 846.00/2 $ 423.00 ARCHITECT OR ENGINEERS MMUNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS 3230 KONNING AVE FOREST RANCH Energy Plan Checking Fee $ $ PERMIT FEE S 443.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 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 ❑ UBlifies ❑ Installation ❑ Other ❑ Describe Work: 1ST RENEWAL PERMIT 99-2742 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W@20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200AORLESS 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. Class Lic. No. OWNER -BUILDER DECLARATION y affirm under penalty of perjury that I am exempt from the Contractors License the following reason: as owner of the property, or my employees with wages as their sole compensation,Mobile will do the work, and the structure is not intended or offered for sale. as owner of the property, am exclusively contracting with licensed contractors Ve to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is Issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is Issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject to the workers' compensation rovI .ons of section 3700 of the Labor Code, I shall K.,not forthwith compl w' h se provisions. . !l/t Yep. Signature of Applicant - 11wrier ❑ ContractorAgenAn OSHA permit is required for excavations over 5'0" dnd demolition or construction of structures over 3 stories in height. Main Service PDA TO tOooA 46.00 NEw CONST. DwEwNG occuP. 3.50 Fr. OR orrsT. ( naivaiT�i ou�rLS. N NEWFT RE NS @7.50 POMAP= a SINGLE ourLEr CIR. EX. OCCU OUTLET OR FIXTURES aAL O I.50 Ex. Occu , pEDTg palp°� 5.00 Tem orar Service 23.00 Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEP S Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 443.00 HAZ. p. FEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for whi f s have been B� lam, Dat ERMIT EXPIRES ON 3-14-02 provisions to do work paid. le ReceiptNo.c WHITE-D.D.S.-B. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT C O.B.-1 Attention Property Owner: An "owner -builder" building permit has been applied for- in your name and bearing ' your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed proms, improvement: YES[ ] NO[ ]. 2. I HAVE[/ ] _,HAVE NOT[ ] signed an application for a building permit for the proposed work. 3. 1 have contracted with . the following person (firm) to provide the proposed - construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person ---to coordinate, supervise, anj provide the major work: '= NAME• M Ike K\ W67 E--:5 ADDRESS:Jf,2-3p If 1fft CITY; . OW lG,-�5 ' PHONE:, -5;3.c') A9!q-Co7AP-, CONTRACTOR'S LICENSE NO.&IO SZC5 . 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: z NAME ADDRESS PHONE TYPE OF WORK•' - SIGNED: PROPERTY OWNER: SOCIAL SECURITY NUMBER: DATE: NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must.be completed and returned to our office before we are permitted to issue the permit. OVER Dear Property Owner: An application for a building permit has been .submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that -as "owner -builder" you are the responsible party of record on such a, permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your'work is being performed by someone -other than yourself; you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and -other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under , State Law, contact the Department. of Benefit Payments and the Division of Industrial Accidents. If the. -structure is intended for sale, property• owners_ who are not licensed contractors are, allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. f A frequent practice of unlicensed persons professing to be contractors is to secure an"ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sin!&rel �, Micha4l C. Vieua, C.B.O. , Manager, Building Inspectfon NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICE 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (916)538- 41 AGRICULTURAL BUILDING EXEMPTION PERMIT PE IT NO. Agricultural building is defined as follows: Agricultural building is a structure designe nd constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structGre shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PA EL NO. ZONING - D OWNER PHONE NO OWNE,� LOCATI IL I A Off USE OF BUILDING SIZE OF STRUCTURE ' X_ ' �s�,.� a- SQ. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER(Specify) TYPE OV ROQE =Lffl1N,0FLOOR TYPE 49 ESTIMATED COST OF CONSTRUCTION AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows:t I C r s FRONT -J� �/ lA444--� /k444 -/SIDES 2J �REAR '�;)Ls 1ptt'" AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to compl th the requ ements in effect at that time and before occupancy Date Signature of Owne Permit Fee - $60.00 The above described AGB ' ing is exe t frorrJabg+ldinp permit. / Receipt No. 'C` 2 ti5Z�' Manager Building Division By Date v 'Z White — DPW, Yellow — Assessor. Pink — B. I., Goldenrod — Applicant .* "t COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION eA 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERM NO. (Rev. 12/96) APPLICATION AND PERMIT lop- ASSESSOR PARCEL NUMBER 039-210-021 ZONING A 20 BUILDING PERMIT OWNER GREG WGRU&S TELEPHONE 342-2247 SQ. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 14906 EaRle Richze Forest Rardh 95942 CONTRACT R'S NAME r TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 —Filing Permit Fee 4L $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADD RE39 J ' Energy. Plan Checking.Fee ' PERMIT FEE $443.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 1ST REMIAL PERMIT 01-0565 Ust renptV"t- 1 ne mti t Oq-7,74? Gas piping system 1 - 5 outlets 15.00 Buildin sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ - ELECTRICAL PERMIT Fling Fee 20.00 Main Service %.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. '. ` T OWNER -BUILDER DECLARATION hereby affirm under penalty of perjury that I am exempt from the Contractors License JLaw for the following reason: ❑ I, owner of the property, or my employees with wages as their sole compensation, ill 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.pr "ect.. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING Occup. so OR ADONS. ( a ACc. sLos. 3.50FT: NOµR.IDT' MULTI -OUTLET 97.50 DWELL APPARATUS a SINGLE OIJrLET CIR. 20 @ 1.00 Ex. Occup. OUTLET OR FDCTUREs BAL o .so FIXI M RESIl 5.00 Ex. Occup. oLIn�is p.OE Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION Thereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (T above sections need not be completed if the permit is for work of a valuation one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of 'California, and agree that if I should become subject to the workers' compen§ation provisions of section 3700 of the Labor Code, I shall forthw• co Ply wit tkrose provisions. f/ % X) Y/Jl. Date%+)/Jl _ �_Signature`of Applicant - ❑ Owner ®'Contractor ❑ Agent' An;OSHA permit i required equired f ro excavations over 60" deep and demolition or construction of structures ove�ir.3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 443.00 HAZ. I D. FEES IMP I FLOOD cDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By _ /LY'" Q Ad– Date PERMIT EXPIRES ON 41 J/ Date Receipt No. WHITE•D.D.S.• t ANARi •AS ESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I 039-210-021 02-0851 VUGRENES, GREG 3230 KONNING AVE., FOREST CH IIT RENEWAL PERMIT B 01-0565 . i. u ;'* ! COUNTY OF BUTT,E.-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 ASSESSOR PARCEL NUMBER 037`210-022 ZOAN 12 ' BUILDING PERMIT OWN EEi t;REG WGRENES TELEPHONE 142-2247 SO. FT. OCC. BUILDING VALUATION °W"14`diJb ?IiSi;E RIDGE. FOREST RANCH 95942 CONuC'(O�'� NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER •^ Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 a� 84 Permit Fee 6.00/2 $ 423.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 3230 KONNING AVE, FOREST RANCH Energy Plan Checking Fee $ $ PERMIT FEE $ - 443.00 - »"—Fifing'Fee " 20:00 LOTNO.- SUBDIVISIONS NAME' -= �- :z;^, '� •ice :^ .rs-� _:== M PARCEL•MAPt.PLUMBING'PERMIT" USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ U6lfts ❑ Installation ❑ Other ❑ Describe Work: IST REMAL PEAW "-2742 Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W Q20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service z�o.A oA LE S 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions.of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. '* OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law f the following reason: F " 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 construcV'the project. ❑ 1 am exempt under Sec. Business and Professions Code for this x 4 reason = _ . = �:� = _.... _ --. _Yk s_- - - s� - WORKERS' COMPENSATION DECLARATION „I,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 Main Service TO 46.00 CCU000A WEL200A NEW CONST. DWEWNG OCCUP. OR ADDNS. ( . ACC. S. S° 3.50FT. �µgONS ' MULTI.OUTLEr @7.50 8PSIOWERNGLE APOUTLET PARATUS CIR. Ex. Occup. CUTLET OR FDrrURES 200 1.00 BALQ .SD FIXED APPLNS. OR Ex. Occup. °� .=6. EA 5.00 Tem orar Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE MECHANICAL PERMIT Fling Fee '20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEi= S Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply w' h those provisions. �%� f X t_/1�'1.dil L!/..[1-------^'"` Date ,z Signature of Applicant - ❑LOwner ❑ Contractor l Agent % An OSHA permit is required for excavations over 5'0" doe and demolition or construction of structurs over 3 stories in height. P Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE 443.00 TOTAL FEE $ FEES IMP PLooD CDF PARCEL PD HD ISSUE This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. > By%'/�� / ii: 1��{ Date `1 PERMIT EXPIRES ON 3-14'-02 I a Receipt No.. /,�/) % � WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT r 039-210-021 �'� 01-0565 VUGRENES, GREG 3230 KONNING AVE. FOREST RANCH CONT: OWNER 1 ST RENEWAL BP# 99-2742 r S . LOERKE INSULATION CO., INC. 3230 Konning NUM ber an ree INSULATION CERTIFICATE Chico Citv County Subdivision Lot Number DESCRIPTION OF INSTALLATION 1. ROOF Material Thickness (inches 2. CEILING Batt or Blanket Type—Fiberglass Batts Thickness (inches) 13" Loose Fill Type Fiberglass Brand Name Johns Manville Contractor/s min. installed weighUft sq. b. Minimum Thickness inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) - Brand Name Thermal Resistance (R -Value) Brand Name Johns Manville Thermal Resistance (R -Value) R38 3. EXTERIOR WALL Material Fiberglass Rafts Thickness (inches) 3.5/6.5" 4. RAISED FLOOR Material Fiberglass Bath Thickness (inches) 6.5" 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Thickness (inches) DECLARATION Brand Name Johns Manville Thermal Resistance (R -Value) R13/R19 Brand Name Johns Manville Thermal Resistance (R -Value) R19 Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value W I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the lCertificate of compliance,.where applicable. C.L.#499150 LOERKE INSULATION CO., INC. Item #s i ure, Date Installingg Subcontractor (Co. Name) Or General Contractor (Co. Name) Or Owner Item #s Signature, Date Installing Subcontractor(Co. Name Or General Contractor (Co. Name) Or Owner Item #s Signature, Date Installing Subcontractor_ (Co. Name)1 Or General Contractor (Co. Name) Or Owner LOERKE INSULATION CO., INC. INSULATION CERTIFICATE 3230 Konning Chico Number and StreetCity Butte County Subdivision Lot Number DESCRIPTION OF INSTALLATION 1. ROOF Material Thickness (inches 2. CEILING Batt or Blanket Type Fibe[glass Batts Thickness (inches) 8.25/10.25 Loose Fill Type Fiberglass Brand Name Thermal Resistance (R -Value) Brand Name Johns Manville Thermal Resistance (R -Value) R-30c/R-30 Brand Name Johns Manville Contractor/s min. installed weight/ft sq. fib. Minimum Thickness inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) 3. EXTERIOR WALL Material Fiberglass Batts Thickness (inches) 3.5 4. RAISED FLOOR Material Fiberglass Batts Thickness (inches) 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Brand Name Johns Manville Thermal Resistance (R -Value) R-13 Brand Name Johns Manville Thermal Resistance (R -Value) Brand Name Thermal Resistance (R Brand Name Thickness (inches) 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 Efficiency Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the Certificate of compliance, where applicable. C.L.#499150�� I l �1j LOERKE INSULATION CO., INC. Item #s Signature, Installing 1 Installing Subcontractor (Co. Name) Or General Contractor (Co. Name) Or Owner Item #s Signature, Date Installing Subcont � a ctor (Co. N ame)' Or General Contractor Co. Nme Or' wner Item #s Signature, Date Installing Subc6ntractor (Co. Name) Or General Contt ctor (Co. Name) Or Owner ., COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 • Telephone (530) 538-7 � 541 PERMIT NC Rey.tz/��`�% APPLICATION AND PERMIT a:oRPMNu�� 3 ' 4/0--DZ-420"NO A 2a BUILDING PERMIT owFtrN n ZZCt SO. FT. OCC. BUILDI COrr♦TIIUCTION UMER LIDO A•f MMJNQ AWAM ARCHITECT ON INOP&M MIC►f M ON DIOMEWS 1NUw ADOREsa auaDO+2AD01Mii 3Z_�n M /11/1 L No. IDTN.M I 81J00"10" NAME PARCEL WAP USEOFSTRUCTURE SF Cdr Duptex o Mobilehome o Other tPE+CAF1/ O TY�['OF WORK New O Additlor, Remodel Utllities o Installation o other o Describe Work: Fireplace Z,00 PERMIT FEE i 0 A'0O aAL .50 Total Vatuatlon i Filing Fee 20.00 Main Service Flin Fee ( O S 20.00 Permit Fee L10 = MEW COWT, OR AODM. Plan Checking Fee i NONEW CofdT. MRE4i0. Energy Plan Checking Fee i 3 = o PERMIT FEE = 3 $ � � 0 r PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 . Solar or heat PUMP water heater23.00 Water piping 5.00 Each gas water heater or vent 5.00 Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 UYA0 Mobile Home S I G W tg120.00 EX. OCCU Z,00 PERMIT FEE i 0 A'0O aAL .50 ELECTRICAL PERMIT Filing Fee 20.00 Main Service oa o9a � 23.00 -� Main Service 200A To AowA 45.00 MEW COWT, OR AODM. ° a A�1NOcc, eln�.'s P' 3.5C : NONEW CofdT. MRE4i0. WM-OULLET »C.ACUrrs 07.SO I,7u P7 EX. OCCU ovnrr OR FKruREs 0 A'0O aAL .50 EX. OCCUP. OUTLETS IDES OR 5.00 Temporary Service 23.00 Mobile Home Facilities20.00 Misc. Wiring 23.00 1 Tj !PC -71 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 Heatin �® Coolin ?Q✓ ZS _ 00 Hood 8.(01 50 Ventilation so Z23 l - 0 p PERMIT FEI: f , Mobile Home Installation Fee S Energy Inspection Fee $ 11 c9v ~ occ cora T. TYPE TO L FEES 18, ( 7 AIA2. 0. fEESM FLA00 COf PM Po AC 16SA,E 1 This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work v \ indicated above for which fees have been paid. By Date PERMIT EXPIRES ON m..A ,COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: (c, ,r G- (/ !tel C rt trGS ASSESSORPARCEL ER: ie;) -7S 'C7` l Proposed Building Use: fw&a Building Inspector: Date: At time of permit application, I was advised the following data must be stKmitted prior to permit processing an or issuance: Date Received By All ite_jns have been submitted.------------------------------------------------------------------------------------ lot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ omplete plans, 3/4 sets, signed by the preparer of plans. £ 'J--' ----t--uP--W�il�----- E-e-s:l ngineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plaans.------- Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ----------------- rgy Design Compliance and supporting documentation. --------------------------------------------------- Statement of Intent for Non -Heated and A/C Buildings.-------------------------------------------------------- ❑ 8. Hazardous Material Form. l anufactured Home data and installation instructions including Tie Down Specifications.------------------ sof $ _ �- -------------------------------------------------------------------------------------- pact fees as shown on the attached schedule.--�,�-Q�� ---------------------------------------------- 12. California Department of Forestry plan approval/fees.--------------------------------------------------------- ❑ .3r F ood elevation certificate. ---------------------------------------------------------------- anitation and plot plan approva� e p Health Department. ------------------- ❑ ity of Chico plumbing permit. ----------------------------------------------------------- ❑ 16. Plot plan and business license approval fr m the City {�oRig: gs. - -------------------- P approval for (A) Use: )Yy-- ❑ 1 ontact Land Development about Improvements, ❑Drainage, El Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). - 020.VO Pre-inspection for required Request to Building Inspector on ntractor's license information. (Number, Name Style, Classification). ----------------------------- orkers' Compensation carrier and policy number. ---------------------------------------------------- w ner-Builder Verification (Given to owner ❑, Mailed to owner 0) - ------------------------------- ❑24. Letter of signature authorization.-------------------------------------------------------------------------- ❑ 25. Recorded copy of Agricultural Acknowledgment Statement. ❑26. Letter of intent on building use. -------------------------------- 027. Manufactured Home utility clearance. ------------------------- E128. ------------------------ ❑28. Existing violations and/or expired permits. ------------------ ❑ 1143 A ❑Grant Deed, C1M.H. Title, El Chick to H.C.D $ Others Sti �CfI'L!'y�. When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. ❑Telephone .3 a Z ' 2-2-417 and hold for pickup at w o .rS'// - I A -A i.., ❑,Pejivervith inspector. (Date) co Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ 'x Pollution D By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: ate: By: 1. Index permit application for the above items numbered: 0lan Check List 2. Additional items required: Contractor, designer,�wne�i was advised of the above required data by o phone,.V mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Di ' ion counter, by Date: Contractor, designer, owner, was 4ctvised of the above required data by o phone, o mail, o Buil ' g D' ision counter, by Dale: Plans reviewed by: Date: 1-18-00 Plans approved by: Date: Sets of plans on hold in LRPlan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. TO: Building Department FROM: Environmental Health E.H. USE NLY Not Plan Attached Floor Plan Art d Sant to 6.0 f SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: -z'a-0-v 3/�/M Environmental Health Specialist Date 8/96 i COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 �p SCHEDULE OF FEES DUE OWNER \T rr V U C rz- F_'VF_S A.P. # 037-Z La —C_0I PROPOSED BUILDING USE 5 F y DATE 1— t '(_00 �O 1. BUILDING PERMIT FEES -- Balance Due ................ -- Additional Fees Due ........... -- Additional Fees Due ........... -- Revised Plan Checking Fee ....... aL2. SCHOOL DISTRICT FEES L (C O (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ ( x $360.00 = $ ,3 <00_ co GCommercial (sq.ft.)... Unitsx $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x - = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER RECEIPT # DATE REC At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) STRUCTURAL CALCULATIONS RCE Job #99.181 for Vugrenes Residence 3230 Konning Avenue Chico, CA Calculation Index: Page # • Gravity Loads 1 —2 • Lateral Analysis LI — L14 • Beam Analysis BI — $7 • Footing Analysis Fl — F5 Revision Summary: Rev. 0 Initial Issue Rev. 1 Added Beams 2, 3 & 4, see pages B8 -B 10. These Calculations have been prepared for plans drawn by Mark Vugrenes for the above indicated property. The results of the calculations have been incorporated on said plans. 9g— 2 74Z Q��r �ssrQBUTTE N U ROBERTS CONSULTING ENGINEERING 336 Broadway Suite #7 • Chico, CA 95928 • (530) 894-8801 E-mail: cj@r-c-e.com 8x Website: http://www.r-c-e.com page- F-1 �S WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN B4 COMPANY R. C. E. 336 Broadway #7, Chico, CA 95928 (530) 894-8801, fax (530) 894-8805 email: cj@r-c-e.com WoodWorks® Sizer 97d Feb. 3, 2000 08:15:22 PROJECT Vugrenes Residence 13230 Konning Ave. I Chico, CA I R.C.E. 99-181 DESIGN CHECK - NDS -1997 Beam DESIGN DATA: material: 4xbeams lateral support: Top= @Supports Bottom= @Supports total length: 11.50 [ft] Load Combinations: ICBO-UBC ------------------------------- INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) >>Self -weight automatically included<< ----------------------------- Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Full Area 20 (10.00)* No 2 Constr. Full Area 16 (10.00)* Yes *Tributary width (ft) ------------------------------------- MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) I 11.5 ft I" ---------- ------------------- Dead I 1204 1204 Live I 920 920 Total I 2124 2124 B.Length I 1.0 1.0 ########################################################################### DESIGN SECTION: D.Fir-L, No. 1, 4x12 @ 9.352 plf This section PASSES the design code check. ########################################################################### ---------------------------- SECTION vs. DESIGN CODE (stress=psi, deflection=in) -------------------------------------------------------------------------- Criterion I Analysis Value I Design Value I Analysis/Design I -------------- I ---------------- I ---------------- I ------------------I Shear fv @d = 68 Fv' = 119 fv/Fv' = 0.57 Bending(+) fb = 992 Fb' = 1346 fb/Fb' = 0.74 Live Defl'n 0.09 = <L/999 0.38 = L/360 0.23 Total Defl'n 0.26 = L/522 0.58 = L/240 0.46 FACTORS: F Fb'+= 1000 Fv' = 95 Fcp'= 625 E' = 1.7 CD CM Ct CL CF CV Cfu Cr LC# 1.25 1.00 1.00 0.979 1.10 1.000 1.00 1.00 1.25 1.00 1.00 (CH = 1.000) 1.00 1.00 million 1.00 1.00 ADDITIONAL DATA Bending(+): LC# 2 = D+C, M = 6106 lbs -ft Shear : LC# 2 = D+C, V = 2124, V@d = 1778 lbs Deflection: LC# 2 = D+C Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, =no pattern load in this span) --------------------------------------------------------------------------- --------------------------------------------------------------------------- DESIGN NOTES: --------------------------------------------------------------------------- --------------------------------------------------------------------------- 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. lea'6e g 9 WOOdWOrkS® Sizer SOFTWARE FOR WOOD DESIGN B2a Wood Works® Sizer 97d Feb. 3, 2000 09:56:12 COMPANY I PROJECT R. C. E. I Vugrenes Residence 336 Broadway 07, Chico, CA 95928 1 3230 Konning Ave. (530)894-8801, fax (530) 894-8805 1 Chico, CA email: cj@r-c-e.com I R.C.E. 99-181 DESIGN CHECK - NDS -1997 Beam DESIGN DATA: material: VersaLam total length: 27.00 [ft] Load Combinations: ICBG -UBC INPUT LOADS: (force -lbs, pressure=psf, udl=plf, location=ft) »Self -weight automatically included<< Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Full Area 7 (17.50)* No 2 Live Full Area 20 (17.50)* Yes 3 Dead Point 2000 12.00 No 4 Constr. Point 1500 12.00 Yes *Tributary Width (ft) MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) I 13.5 13.5 ft ---------- ---------------------------- Dead I 796 4187 574 Live 1 2164 7380 2067 Total 1 2960 11567 2641 B.Length 1 1.0 3.7 1.0 ########################################################################### DESIGN SECTION: 2.OE, 2800Fb, 3.5x11.875 @ 9.236 plf This section PASSES the design code check. ########################################################################### SECTION vs. DESIGN CODE (force -lbs, moment=lbs-ft, deflection=in) Criterion I Analysis Value I Design Value I Analysis/Design I --------------I---------------- I----------------I------------------I Shear V @d = 6803 Vr - 9871 V/Vr = 0.69 Bending(+) M = 8510 Mr = 19194 M/Mr = 0.44 Bending(-) M = 12234 Mr = 19194 M/Mr = 0.64 Live Defl'n 0.21 = L/760 0.45 - L/360 0.47 Total Defl'n 0.32 = L/499 0.67 = L/240 0.48 FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2800 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 5 Fb'-= 2800 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 285 1.25 1.00 1.00 (CH = 1.000) 3 Fcp'- 900 1.00 1.00 - E' = 2.0 million 1.00 1.00 11 ADDITIONAL DATA Bending(+): LC# 5 = D+L (pattern: L ), M = 8510 lbs -ft Bending(-): LC# 2 = D+L, M = 12234 lbs -ft Shear : LC# 3 = D+L+C, V = 7261, V@d = 6803 lbs Deflection: LC#11 = D+L+C (pattern: X_) EI= 976.83 million lb -int Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, =no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. Woodworks® Sizer SOFTWARE FOR WOOD D B3b WoodWorks® Sizer 97d COMPANY I PROJECT R. C. E. I Vugrenes Residence 336 Broadway #7, Chico, CA 95928 1 3230 Konning Ave. (530) 894-8801, fax (530) 894-8805 1 Chico, CA email: cj@r-c-e.com I R.C.E. 99-181 DESIGN CHECK - NDS -1997 Beam DESIGN DATA: material: VersaLam total length: 18.50 [ft) Load Combinations: ICBO-UBC ------------------------------------------------------ INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) »Self -weight automatically included<< ----------------------------------------------------- Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Full Area 15 (5.50)* No 2 Constr. Full Area 12 (5.50)* Yes 3 Dead Full Area 10 (6.75)* No 4 Live Full Area 31 (6.75)* Yes 5 Dead Full UDL 131 No 6 Wind Point 1580 5.25 No *Tributary Width (ft) -------------------------------------- MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) ----------�-------16.5 ft I ---------- ------------------- Dead I 2735 2735 Live I 2760 2549 Total I 5495 5284 B.Length I 1.7 1.7 ########################################################################### DESIGN SECTION: 2.OE, 2800Fb, 3.5x16 @12.444 plf This section PASSES the design code check. ########################################################################### ------------------------------------------ SECTION vs. DESIGN CODE (force=lbs, moment=lbs-ft, deflection=in) ---------------------------------------------------------------- Criterion I Analysis Value I Design Value I Analysis/Design ------------------I I -------------- I ---------------- I ---------------- I Shear V @d = 3986 Vr = 10640 V/Vr = 0.37 Bending(+) M = 21542 Mr = 33799 M/Mr = 0.64 Live Defl'n 0.31 = L/707 0.62 = L/360 0.51 Total Defl'n 0.80 = L/276 0.92 = L/240 0.87 -------------------------------------------- --- - - - FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2800 1.00 1.00 1.00 1.000 0.97 1.000 1.00 1.00 Fv' = 285 1.00 1.00 1.00 (CH = 1.000) Fcp'= 900 1.00 1.00 E' = 2.0 million 1.00 1.00 -------------------------------------------------------------------- -------------------------------------------------------------------- ADDITIONAL DATA Bending(+): LC# 2 = D+L, M = 21542 lbs -ft Shear : LC# 2 = D+L, V = 4658, V@d = 3986 lbs Deflection: LC# 4 = D+.75(L+C+W) EI=2389.33 million lb -int Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, =no pattern load in this span) DESIGN NOTES: --------------------------------------------------------------------------- --------------------------------------------------------------------------- 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. Pg, g L) N Feb. 3, 2000 09:58:40 BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District Building Department No. A.P. Number meq" Z1-2 1 Jurisdiction: City County Property Owner ozz42" tlr�6are- Property Location/Address- I:aL JV Subdivision Lot No. Residential Development ................................................ .................................................................... No of Living Mobile Home Addition/ 'Supplemental to Units Installation Conversion Permit # *(No foundation inspection); Commercial/Industrial FI New Addition Sq. Footage (Group R) Sq. Footage (Including Exterior lkRoofed Areas) Date Irioor Pians reviewed by scnool uistnct Personnel) District Identification No. 0004/,S2 School District certifies that (Applicant) (Street Address) (City) has complied with the requirements of Resolution No. representing ?9 of square feet. School District Representative Paid by Check # e p� Remarks: IState) (Phone Number) X/0 by payment of $ AB 2926 $ FULL 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 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act ICEQA), 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 P; :J STRUCTURAL CALCULATIONS RCE Job #99.181 for Vugrenes Residence 3230 Konning Avenue Chico, CA Calculation Index: Page # • Gravity Loads FR —2 • Lateral -Analysis — L14 • Beam Analysis. — B7 • Footing, Analysis LF.1—_—.F5j Revision Summary: Rev. 0 Initial Issue These Calculations have been prepared for plans drawn by Mark Vugrenes for the above indicated. property. The results of the calculations have been incorporated on said plans. QQ�o�i:S,�sQ,yq� BUTTE 2742- J C UNTO �F APPROVE cst�o� 00 ROBERTS CONSULTING ENGINEERING 336 Broadway Suite #7 • Chico, CA 95928 • (530) 894-8801 E-mail: cj@r-c-e.com 8t Website: http://www.r-c-e.com 01 /04/00 - Vugrenes Residence - RCE fob No. 99-181 Pg. 1 Gravity Loads: Roof Dead Load Slope = 4 to 12 Roof Live Load Wall Dead Load ( Exterior) Wood Siding Wall Dead Load (Interior) 5/8" O.S.B. Framing @ 24" o.c. Light Tile Roof 1/2" Gyp Insul. Misc. 2.0 psf 2.2 psf 5 5 psf 2.2 psf 1.0 psf 2.3 psf Total (sloped) 15.2 psf Total horiz 16.0 psf Total axial 4.8 psf Construction 16.q_psf 3/8" CDX Ply. 2x Framing @ 16" o.c. Stucco Misc. 1.5 psf j 1.7 psf 12.0 psf 1.8 psf Total 17.0 psf 3/8" CDX Ply. 1.5 psf ' 2x Framing @ 16" o.c. 1.7 psf 1/2 11 Gyp 4.4 psf Insul. 1.0 psf Misc. 2.4 psf Total 11.0 psf O1 /04/00 - Vugrenes Residence - RCE Job No. 99-181 Pg. 2 Floor Dead Load 3/4" OSB 2.5 psf TJI Joist @ 24" srzg 3.0 psf Carpet & Pad 1.0 psf 5/8" Gyp _ 2.8 psf Insul. 1.0 psf Misc. 2.7 psf Total 13.0 psf —11 Floor Live Load Residential 40.0 psf JI/ Vugrenes Residence JOB #gq.181 02 OI I I 1 SHEAR WALLS AT IST FLOOR A EXISTING CONCRETE BUILDING OL J 12'-011 1 � I I ca I I I I I I L J Inl-pll I I L__J 4'-O" C2 = I O1 lL r- , O L J , Ln LL L__J O O I I -71-011 nl-pll L (� Lun Fu - F5 , I I I 4'-O" Fa e L/ WE 02 OI I I 1 I ;LL I F5 I ----- O1 lL r- , O L J , Ln LL L__J O O I I -71-011 nl-pll L (� Lun Fu - F5 , I I I 4'-O" Fa e L/ WE Vugrenes Residence JOB #gq.181 SHEAR WALLS AT 2ND FLOOR O • KOM KOM Page LZ 01/04/00 - Lateral Analysis - Vugrenes Residence - R.C.E. job 99-181 43 UBC Wind Loads -- Method 1 p= Ce•Cq•gs•I IWW fll W IWR OWR OLR OPR 12.2 7.6 4.6 13.7 10.7 10.7 psf- @Oto 15' 13.0 8.1 4.9 14.6 11.4 11.4 psf - @ 15 to 20' 13.7 8.6 5.1 15.4 12.0 12.0 psf - @ 20 to 25' 14.2 8.9 5.3 15.9 12.4 12.4 psf - @ 25 to 30' 15.1 9.4 5.7 17.0 13.2 13.2 1psf - @ 30 to 40' 16.5 1 10.3 1 6.2 1 18.5 14.4 14.4 Ipsf - @ 40 to 60' Wind Spee Exposure: where; Ce = Ce = Ce = Ce = Ce = Ce = Cq = Cq = Cq = Cq = Cq = Cq = cis = 1= Roof Slope = 75 mph C 1.06 @ 0 to 15' 1.13 @ 15 to 20' 1.19 @20 to 25' 1.23 @25 to 30' 1.31 @ 30 to 40' 1.43 @ 40 to 60' 0.8 (IWW) Inward @ Windward Wall 0.5 (OLW) Outward @ Leeward Wall 0.3 (IWR) Inward @ Windward Roof 0.9 (OWR) Outward @ Windward Roof 0.7 (OLR) Outward @ Leeward Roof 0.7 (OPR) Outward @ Parallel To Ridge 14.4 psf 1.00 Importance Factor 4 Rise to 12 Horiz. ind Loading @ Roof Tributary Normal Resultant Horizontal all Line A to C Area Pressure Force Mean Roof Height = Mean Roof Height = 22.00 feet 1.00 feet @ 12.2 psf = 12 lbs. (IWW) @ 0 to 15' Uplift Pressure = 11.6 psf 5.00 feet @ 13.0 psf = 65 lbs. (IWW) @ 15 to 20' feet @ 13.7 psf = 2.50 feet @ 13.7 psf = 34 lbs. (IWW) @ 20 to 25' 7.6 psf = 46 lbs. (OLW) 8.50 feet @ 8.3 psf = 71 lbs. (OLW) @ 20 to 25' 9 lbs. (IWR) @ 0 to 15' 0.00 feet @ 5.0 psf = 0 lbs. (IWR) @ 20 to 25' @ 0 to 15' 0.00 feet @ 11.6 psf = 0 lbs. (OLR) @ 20 to 25' Wind Loading @ Roof Tributary Normal Fp =1 182 plf - horiz. ind Loading @ Floor Tributary Normal Resultant Horizontal Force all Line A to C Mean Roof Height = 22.00 feet Area Pressure Force 12 lbs. (IWW) @ 0 to 15' Mean Roof Height = 22.00 feet 9.50 feet @ 12.2 psf = 116 lbs. (IWW) @ 0 to 15' Uplift Pressure = 11.6 psf 0.00 feet @ 13.0 psf = 0 lbs. (IWW) @ 15 to 20' 5.00 feet @ 0.00 feet @ 13.7 psf = 0 lbs. (IWW) @ 20 to 25' feet @ 5.0 psf = 9.50 feet @ 8.3 psf = 79 lbs. (OLW) @ 20 to 25' 11.6 psf = 70 lbs. (OLR) 0.00 feet @ 5.0 psf = 0 lbs. (IWR) @ 20 to 25' Fn =1 90A nif - hnri7 0.00 feet @ 11.6 psf = 0 lbs. (OLR) @ 20 to 25' Fn =1 195 nif - horiz_ Wind Loading @ Floor Tributary Normal Resultant Horizontal Wall Line C @ Nook Area Pressure Force Mean Roof Height = 13.50 feet 6.00 feet @ 12.2 psf = 73 lbs. (IWW) @ 0 to 15' Uplift Pressure = 10.7 psf 0.00 feet @ 13.0 psf = 0 lbs. (IWW) @ 15 to 20' 0.00 feet @ 13.7 psf = 0 lbs. (IWW) @ 20 to 25' 6.00 feet @ 7.6 psf = 46 lbs. (OLW) @ 0 to 15' 2.00 feet @ 4.6 psf = 9 lbs. (IWR) @ 0 to 15' 2.00 feet @ 10.7 psf = 21 lbs. (OLR) @ 0 to 15' Fp =1 150 pif - horiz. Wind Loading @ Roof Tributary Normal Resultant Horizontal Wall Line 1 to 3 Area Pressure Force Mean Roof Height = 22.00 feet 1.00 feet @ 12.2 psf = 12 lbs. (IWW) @ 0 to 15' Uplift Pressure = 11.6 psf 4.00 feet @ 13.0 psf = 52 lbs. (IWW) @ 15 to 20' 0.00 feet @ 13.7 psf = 0 lbs. (IWW) @ 20 to 25' 5.00 feet @ 8.3 psf = 42 lbs. (OLW) @ 20 to 25' 6.00 feet @ 5.0 psf = 30 lbs. (IWR) @ 20 to 25' 6.00 feet @ 11.6 psf = 70 lbs. (OLR) @ 20 to 25' Fn =1 90A nif - hnri7 01/04/00 - Lateral Analysis - Vugrenes Residence - R.C.E. job 99-181 Wind Loading @ Floor Wall Line 1 to 3 Mean Roof Height = 22.00 feet Uplift Pressure = 11.6 psf 0 Tributary Normal Normal Area Pressure 9.50 feet @ 12.2 psf = 0.00 feet @ 13.0 psf = 0.00 feet @ 13.7 psf = 9.50 feet @ 8.3 psf = 0.00 feet @ 5.0 psf = 0.00 feet @ 11.6 psf = Y Resultant Horizontal Tributary Normal Force Wall Line 3 to 4 116 lbs. (IWW) @ 0 to 15' 0 lbs. (IWW) @ 15 to 20' 0 lbs. (IWW) @ 20 to 25' 79 lbs. (OLW) @ 20 to 25' 0 lbs. (IWR) @ 20 to 25' 0 lbs. (OLR) @ 20 to 25' -1 195 Of - horiz. . feet @ Wind Loading @ Roof Tributary Normal Resultant Horizontal Wall Line 3 to 4 Area Pressure Force Mean Roof Height = 15.50 feet 6.50 feet @ 12.2 psf = 79 lbs. (IWW) @ 0 to 15' Uplift Pressure = 10.8 psf 0.00 feet@ 13.0 psf = 0 lbs. (IWW) @ 15 to 20' 0.00 feet @ 13.7 psf = 0 lbs. (IWW) @ 20 to 25' 6.50 feet @ 7.7 psf = 50 lbs. (OLW) @ 15 to 20' 4.50 feet @ 4.6 psf = 21 lbs. (IWR) @ 15 to 20' 4.50 feet @ 10.8 psf = 48 lbs. (OLR) @ 15 to 20' Fp =1 198 Of - horiz. Wind Loading @ Floor Tributary Normal Resultant Horizontal Wall Line 4 @ porch Area Pressure Force Mean Roof Height = 15.50 feet 0.00 feet @ 12.2 psf = 0 lbs. (IWW) @ 0 to 15' Uplift Pressure = 10.8 psf 0.00 feet @ 13.0 psf = 0 lbs. (IWW) @ 15 to 20' 0.00 feet @ 13.7 psf = 0 lbs. (IWW) @ 20 to 25' 0.00 feet @ 7.7 psf = 0 lbs. (OLW) @ 15 to 20' 2.00 feet @ 4.6 psf = 9 lbs. (IWR) @ 15 to 20' 2.00 feet @ 10.8 psf = 22 lbs. (OLR) @ 15 to 20' Fp = 31 plf - horiz. 01/04/00 - Lateral Analysis - Vugrenes Residence - R.C.E. Job 99-181 L 57 1997 UBC Seismic Loads - Static Force Procedure where; V = (Cv*I)/(R*T) *W = 0.439 *W (Eqn 30-4) Z = 0.3 Zone 3 V = (2.5*Ca*I)/R *W = 0.164 *W (Eqn 30-5) 1 = 1.00 Importance Factor V = 0.1 1 *Ca*I *W = 0.059 *W (Eqn 30-6) h„ = 25.00 feet R = 5.5 Plywood Shear Walls P= 0.164 *W (Eqn 30-5) governs ✓ Soil Profile Type So Seismic Source Type A Closest Distance Seismic Source n/a km Ct = 0.020 All other Buildings Foot print area, AB= 1900 ftz T = 0.224 (Method A) C, = 0.36 Table 16-Q Cv = 0.54 Table 16-R NV = 1.0 Table 16-S Na = ' 1.0 Table 16-T W = Building Weight Use 0% of Snow Load in the Seismic design. Seismic Roof Loading Tributary Weights = 41.00 feet of Roof @ 17.00 psf @ Lines A to C 10.00 feet of Ext. Wall @ 17.00 psf 10.00 feet of Int. Wall @ 11.00 psf V = 1675M onz. ULT 0.00 feet of Floor @ 13.00 psf 114 Of - horiz. W/S ULT/1.4 Seismic Floor Loading Tributary Weights = 35.00 feet of Roof @ 17.00 psf @ Lines A to C 17.00 feet of Ext. Wall @ 17.00 psf 10.00 feet of Int. Wall @ 11.00 psf V 24pl horiz. ULT 38.00 feet of Floor @ 13.00 psf 174 pif - horiz. W/S (ULT/1.4) Seismic Floor Loading Tributary Weights = 15.00 feet of Roof @ 17.00 psf @ Lines C @ Nook 6.00 feet of Ext. Wall @ 17.00 psf 0.00 feet of Int. Wall @ 11.00 psf V = p - onz. ULT 0.00 feet of Floor @ 13.00 psf 42 pif - horiz. W/S (ULT/1:4) Seismic Roof Loading Tributary Weights = 39.00 feet of Roof @ 17.00 psf @ Lines 1 to 3 10.00 feet of Ext. Wall @ 17.00 psf 10.00 feet of Int. Wall @ 11.00 psf V isp f -horiz. ULT 0.00 feet of Floor @ 13.00 psf 1 10 pif - horiz. W/S (ULT/1.4) Seismic Floor Loading Tributary Weights = 0.00 feet of Roof @ 17.00 psf @ Lines 1 to 2 19.00 feet of Ext. Wall @ 17.00 psf 10.00 feet of Int. Wall @ 11.00 psf V = p - oriz.36.00 feet of Floor @ 13.00 psf 105 plf - horiz. W/S (ULT/1.4) Seismic Floor Loading Tributary Weights = 9.50 feet of Roof @ 17.00 psf @ Lines 2 to 3 19.00 feet of Ext. Wall @ 17.00 psf 10.00 feet of Int. Wall @ 11.00 psf V = 1 16 5 Of - onz. ULT 32.00 feet of Floor @ 13.00 psf 118 pif - horiz. W/S (ULT/1.4) 01 /04/00 - Lateral Analysis - Vugrenes Residence - R.C.E. Job 99-181 1-6 Seismic Roof Loading Tributary Weights = 39.00 feet of Roof @ 17.00 psf @ Lines 3 to 4 6.50 feet of Ext. Wall @ 17.00 psf 0.00 feet of Int. Wall @ 11.00 psf V = r12 T7Moriz. LILT 0.00 feet of Floor @ 13.00 psf 90 pif- horiz. W/S (ULT/1.4) Seismic Roof Loading Tributary Weights = 35.00 feet of Roof @ 17.00 psf @ Lines 4 @ porch 0.00 feet of Ext. Wall @ 17.00 psf 0.00 feet of Int. Wall @ 11.00 psf V 9p horiz. LILT 0.00 feet of Floor @ 13.00 psf 70 plf - horiz. W/S (ULT/1.4) 01/04/00 - Lateral Analysis - Vugrenes Residence - R.C.E. Job 99-181 L7 Lateral Load Summary @ 2nd Level Wall ine 1D I ri utary Length (ft.) Unit Loads Seismic Wind (p.l.f.) (p.l.f.) Wall Loads Seismic Wind (kips) (kips) Controlling Load Case A 14.00 174 195 2.435 2.729 Wind ontro s B -West Side 14.00 174 195 2.435 2.729 Wind ontro s B -East Side 4.00 174 195 0.696 0.780 Wind ontro s C -West Side 4.00 174 195 0.696 0.780 wind Contr—oTs— Lateral Load Summary @ 1 st Level Wall Line ID Tributary Length (ft.) Unit Loads Seismic Wind (p.l.f.) p.l.f.) Wall Loads Seismic Wind kips kips Controlling Load Case A 14.00 174 195 2.435 2.729 Wind Controls B -West Side 14.00 174 195 2.435 2.729 Wind Controls B -East Side 4.00 174 195 0.696 0.780 Wind Controls C -West Side 4.00 174 195 0.696 0.780 Wind Controls C -East Side 8.00 42 150 0.334 1.197 Wind Controls 1 13.50 105 195 1.422 2.632 Wind Controls 2 -North Side 13.50 105 195 1.422 2.632 Wind Controls 2 -South Side 5.50 118 195 0.650 1.072 Wind Controls 3 -North Side 5.50 118 195 0.650 1.072 Wind Controls 3 -South Side 12.00 90 198 1.085 2.381 Wind Controls 4 -North Side 12.00 90 198 1.085 2.381 Wind Controls 4 -South Side 9.50 70 31 0.661 0.292 Seismic Controls 01/04/00 - Lateral Analysis - Vugrenes Residence - R.C.E. Job 99-181 M -- 1 00 Sao no 300 mo wo ®o Seismic Drag Forces 1.s 1 0.5 Y_ d 0 V LL -0.5 °D -1 A 1.5 -2 0 10 20 30 40 50 60 70 Distance along wall line (ft) Wind Drag Forces 10 20 30 40 50 60 70 Distance along wall line (h) Drag Force Summary Wall Line ID: A @ 2nd Floor Wall Opening nit all Stress Diaphram Stress East Ide Diaphram Stress et pplled Stress rag Force end of segment Lateral Loads: Seismic (kips) Wind kis West Side 0.00 0.00 LengthSeismic Wind Seismic Wind Seismic Wind Seismic Wind Seismic Wind East Side 4.49 601 feet I I I I I I I I I I 4.00 19.00 374 501 72 72 97 97 -302 72 -404 97 -1.21 0.17 -1.62 0.23 Diaphram Length Start ftEnd ft 0.00 0.00 4.00 374 501 72 97 -302 -404 -1.04 -1.39 East Side 0.00 62.00 11.00 72 97 72 97 -0.24 -0.32 0.00 0.00 4.00 14.00 374 501 72 72 97 97 72 -302 97 -404 0.77 -0.43 1.03 -0.58 Drag Force (kips) Seismic (kips) Wind kis @ 0.00 ft 0.00 0.00 6.00 72 97 72 97 0.00 0.00 Ca@ 0.00 ft 0.00 0.00 1 00 Sao no 300 mo wo ®o Seismic Drag Forces 1.s 1 0.5 Y_ d 0 V LL -0.5 °D -1 A 1.5 -2 0 10 20 30 40 50 60 70 Distance along wall line (ft) Wind Drag Forces 10 20 30 40 50 60 70 Distance along wall line (h) 01/04/00 - Lateral Analysis - Vugrenes Residence - R.C.E. job 99-181 49 Lateral Loads: Seismic 0 West Side 2.43 East Side 0.70 laphram Length Start f West Side 0.00 East Side 0.00 Seismic 0.00 -ag Force (kips) Seismic I @ 0.00 ft 0.00 @ 0.00 ft 0.00 -ag Force (kips) Seismic I @ 7.00 ft 1.05 0.6 0.4 0.2 x 0 -0.2 Z5 -0.4 m -0.6 p` -0.8 -1 -1.2 0 Drag Force nd kis Wall een Betw Stress Diaphram Stress Diaphram Stress Stress end of segment 2.73 Length Walls Seismic Wind Seismic Wind Seismic Wind Seismic Wind Seismic Wind 0.78 feet feet I I I I I I I I I I 7.00 39 44 18 21 58 65 0.40 0.45 :nd ft 6.00 174 195 39 44 18 21 116 130 0.29 0.33 62.00 3.00 39 44 18 21 58 65 -0.12 -0.14 38.00 8.00 174 195 39 44 18 21 -116 -130 -1.05 -1.18 0.00 3.00 39 44 18 21 58 65 -0.88 -0.99 nd kis 11.00 39 44 18 21 58 65 -0.25 -0.28 0.00 7.00 39 44 39 44 0.03 0.03 0.00 4.00 174 195 39 44 -135 -151 -0.51 -0.57 Ind (kins) 13.00 39 44 39 44 0.00 0.00 00 loo mo goo .00 wo wo Seismic Drag Forces 0.5 0 Y k -0.5 0 m o -1 -1:5 0 10 20 30 40 50 60 70 Distance along wall line (ft) Wind Drag Forces 10 20 30 40 50 60 70 Distance along wall line (ft) 01/04/00 - Lateral Analysis - Vugrenes Residence - R.C.E. Job 99-181 L /o 0 -0.2 o.a CL -0.6 -0.8 0 m c -1.2 -1.4 -1.6 0 oo loo A.o bo foo Seismic Drag Forces 0 -0.5 Y -1 V -1.5 O m -2 -2.5 -3 0 10 20 30 40 Distance along wall line (ft) Wind Drag Forces 10 20 30 40 Distance along wall line (ft) Drag Force Summary Wall Line ID: C @ Floor Wall Opening Between Unit Wall Stress West Side Diaphram Stress East Side Diaphram Stress Net Applied Stress Drag Force @ end of segment Lateral Loads: Seismic (kips) Wind kt s West Side 2.75 4.06 Length Walls Seismic Wind Seismic Wind Seismic Wind Seismic Wind Seismic Wind East Side 0.3 3 1.20 feet feet I I I I I I 1 1 1 I 6.50 16.00 294 501 70 103 70 103 -224 -398 70 103 -1.46 -0.34 -2.59 -0.94 Diaphram Length Start ft End ft West Side 0.00 39.50 4.00 294 501 70 103 -224 -398 -1.24 -2.53 East Side 26.50 39.50 13.00 70 103 26 92 95 195 0.00 0.00 0.00 0.00 Drag Force (kips) Seismic (kips) Wind (kips) @ 0.00 ft 0.00 0.00 @ 0.00 ft 0.00 0.00 Max Drag Force (kips) Seismic (kips) Wind (kips) P 39.50 ft 1.46 2.59 0 -0.2 o.a CL -0.6 -0.8 0 m c -1.2 -1.4 -1.6 0 oo loo A.o bo foo Seismic Drag Forces 0 -0.5 Y -1 V -1.5 O m -2 -2.5 -3 0 10 20 30 40 Distance along wall line (ft) Wind Drag Forces 10 20 30 40 Distance along wall line (ft) 01/04/00 - Lateral Analysis - Vugrenes Residence - R.C.E. Job 99-181 lst 1 st Level (UBC Section 1630.1) 2nd Level (UBC Section 1630.1) E374 North-South Direction: Story Shear 10.71 kips Story Shear 4.11 kips wl PHUZ w x 8t 2nd P Max 1.00 p Max 1.00 Wall Line Lateral Wall Wall 3.758 Wall Applied OTM Forces Applied Forces Resisting Resistive et pll t Comments ID • Load I Height I Length r i I Stress Uniform Point OTM Uniform Point OTM Force Used 100% of Tabulated Values See Note (kips) (feet) (feet) (pin) (klf) (kips) (foot -kips) (klf) (kips) I (foot -kips) (kips) Simpson Products lst Seismic E374 wl PHUZ w x 8t 2nd Seismic 8.00 f 0.35 0.996 15.96 0.136 0.92 3.758 PHDS w/ DBL 2x POST et SST820 A.B. Level 10.00 8.00 0.31 128 10.28 0.170 4.62 0.707 MST37 w/ PHD2 w/ DBL 2x POST & SSTB 16 A.B. tr 6.01 8.00 4.00 I soil 1.823 23.32 0.136 0.73 5.647 PHD6 w/44x POST 8t SSTB28 A.B. Wind 10.00 4.00 0.31 128 1.823 5.14 0.170 1.16 0.996 MST37 w/ PHD2 w/ DBL 1x POST 8t SSTB 16 A.B. 13.50 4.00 /A 27.04 0.230 1.22 6.454 ! A- Horizontal Diaphragm Lengths 8t Stresses 3.28 3.28 Wind 10.00 r4.00% f205 8.20 0.170 0.91 1.823 MST37 7"PHD2-w/-DBL 2z POST & SSTBl &W.B - -► Bolt Dia.(In. Capacitykis Spacing 10.00 � 0.50 0.818 24 in o.c. 20i5 16.40 0.170 3.63 1.596 1 MST37 w/ PHD2 w/ DBL 2x POST ex SSTB 16 A.B. 10.00 �.00� ((20 5 8.20 0.170 0.91 1.823 MST37 w/ PHD2 w/ DBL 1x POST at SSTB 16 A.B /I Horizontal Diaphragm Lengths 8t Stresses ----------------------------- East Side West Side Lo- Sill Plate Shear Anchorage for above wall line eet) I (plf) (feet) (plf) Bolt Dia. (in.) Capacity (kips) Spacing E(f 27 121 0.50 0.818 36 in o.c. lst Seismic E374 w x 8L Level 8.00 f 0.35 0.996 15.96 0.136 0.92 3.758 PHDS w/ DBL 2x POST et SST820 A.B. 13.50 ` 4:00 ] 0.35 374" 20.21 0.230 I.S6 4.662 PHDS w/ DBL 1x POST a SSTB20 A.B. 6.01 8.00 4.00 I soil 1.823 23.32 0.136 0.73 5.647 PHD6 w/44x POST 8t SSTB28 A.B. Wind 8.00 4.00 501. 1.823 23.32 0.136 0.73 5.647 PHD6_ w/,4z POST 8t SSTB28 A.B. 13.50 4.00 501 0 27.04 0.230 1.22 6.454 ! PHDB wiAx POST 81: SST828 A.B. Horizontal Diaphragm Lengths 8t Stresses East Side West Side Sill Plate Shear Anchorage for above wall line (feet) I (pl (feet) (plf) -► Bolt Dia.(In. Capacitykis Spacing 38 72 0.50 0.818 24 in o.c. 01/04/00 - Lateral Analysis - Vugrenes Residence - R.C.E. Job 99-181 L { 1st Level (UBC Section 1630.1) 2nd Level (UBC Section 1630.1) North-South Direction: Story Shear 10.71 kips Story Shear 4.11 kips W/ k.B. 1st p Max 1.00 p Max 1.00 Wall Line Lateral Wall Wall Wall Applied OTM Forces Applied Forces Resisting OTM Resistive et Uplift Comments ID • Load Height Length r i Stress Uniform Point OTM Uniform Point OTM I Force Used 100% of Tabulated Values See Note (kips) (feet) (feet) (pIf) (kif) (kips) (foot -kips) (kin (kips) (foot -kips) (kips) Simpson Products L { W/ k.B. 1st Seismic Level 8.00 8.00 0.16 174 11.13 0.136 3.70 0.929 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 5.26 13.50 4.00 0.16 174 1.404 9.39 0.230 1.56 1.958 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. Wind t- 3.51 8.00 6.00 195 9.36 0.136 1.63 1.288 PHD24/ DBL 2x POST 8t SSTB 16 A.B. Wind_ Horizontal Diaphragm Lengths 8t Stresses 8.00 8.00 195 12.48 0.136 2.90 1.197 i PH�w/ DBL 2x POST 8t SSTB 16 A.B. Bolt Dia. in.) Capacity ki s)5 acin 13.50 4.00 0.50 0.818 1 18 in o.c. �I95, 10.53 0.230 1.22 2.326 ; PFI/ DBL 2x POST 8t SSTB 16 A.B. Horizontal Diaphragm Lengths 8t Stresses East Side West Side Lill- Sill Plate Shear Anchorage for above wall line (feet) I (plf) (feet) I (plf) I Bolt Dia. (in.) Capacity (kips) Spacing 38 21 38 72 1 0.50 0.818 48 in o.c. L { w x 8t . isc Seismic Level' 9.00 4.00 0.27 294 10.58 0.153 1.04 2.384 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. tq_I, 5.26 9.00 6.50 1.50U 1.404 38.41 0.153 2.15 5.578 PHDO W/ 4x POST 8t SSTB28 A.B. Wind t- 9.00 4.00 5017 18.02 0.153 0.82 4.301 t PHD�S;w/ DBL 2x POST 8t SSTB20 A.B. Horizontal Diaphragm Lengths 8t Stresses East Side West Side Sill Plate Shear Anchorage for above wall line feet (I feet (pl 1 Bolt Dia. in.) Capacity ki s)5 acin 13 92 38 21 0.50 0.818 1 18 in o.c. .. 1 01/04/00 - Lateral Analysis - Vugrenes Residence - R.C.E. job 99-181 I. L i 1 st Level (UBC Section 4630.1) 2nd Level (UBC Section 1630.1) East-West Direction: Story Shear 11.16 kips Story Shear 4.19 kips w w x 8t SSI 3 16 A.B. j2nd p Max 1.00 p Max 1.27 206 Wall Line LaGeral Wall Wall Wind Wall Applied OTM Forces Applie Forces Resisting Resistive et plift omments ID • Load I Height I Length r i I I Stress Uniform Point OTM Uniform Point OTM Force Used 100% of Tabulated Values See Note (kips) (feet) (feet) Horizontal Diaphragm Lengths at Stresses (plf) (kif) (kips) I (foot -kips) (kin (kips) I (foot -kips) (kips) Simpson Products I. L i o et p i [. 0 0 own egwre . 1st Seismic w w x 8t SSI 3 16 A.B. j2nd Seismic Level 3.70 8.00 1 18.00 206 29.63 0.136 14.69 0.830 PHD2 DBL 2x POST 6L SSTB 16 A.B. C. Wind Leve 3.91 10.00 10.50 0.34 144 0.686 15.16 0.170 7.97 0.686 MST37 w/ PHD2 w/ DBL 2x POST 6L SSTB 16 A.B. ,) 3.91 Wind 10.00 4.00 2 10.77 0.170 0.91 2.467 ( MST48 /. w/-PHD2-w/-DBL 2x-POST-Bi-SSTB1-6"A:B. t/ Horizontal Diaphragm Lengths at Stresses Wind Northside South Side Sill Plate Shear Anchorage for above wall line (feet) I (pin (feet) I (pin Cw/ ► Bolt Dia. (in.) Capacity (kips) Spacing 10.00 10.50 0.50 0.818 18 in o.c. 269 2.098 28.28 0.170 6.25 2.098 < MST37.i PHD2 w/ DBL 2x POST 8i SSTB 16 A.B. ` Horizontal Diaphragm Lengths at Stresses Northside South Side Sill Plate Shear Anchorage for above wall line (feet) I (plf) (feet) I (pin ► Bolt Dia. in.) Capacity (kips) Spacing 36 108 0.50 0.818 36 in o.c. o et p i [. 0 0 own egwre . 1st Seismic w w/ UtICIRTIPOST 81_551616_-� 2ndl Seismic Level 3.70 8.00 1 18.00 206 29.63 0.136 14.69 0.830 PHD2 DBL 2x POST 6L SSTB 16 A.B. C. Wind Level 3.91 10.00 8.00 0.14 /488 / 0.686 39.05 0.170 3.63 4.428 w/ PHDS w/ DBL 2x POST 6t SSTB20 A.B. ] ,) Wind 8.00 12.0027.89 �� 36 73 1 32 34 0.136 6.53 (MST60- Horizontal Diaphragm Lengths at Stresses Wind Northside South Side Sill Plate Shear Anchorage for above wall line (feet) I (pin (feet) I (pin ► Bolt Dia. (in.) Capacity (kips) Spacing 8.00 11 32 122 1 0.50 0.818 18 in o.c. o et p i [. 0 0 own egwre . 1st Seismic w x Ist_ Seismic Level 3.70 8.00 1 18.00 206 29.63 0.136 14.69 0.830 PHD2 DBL 2x POST 6L SSTB 16 A.B. C. Wind Level 8.00 10.50 0.14 156 0.686 20.33 0.136 6.37 1.329 PHD2 w/ DBL 2x POST 6t SSTB 16 A.B. Sill Plate Shear Anchorage for above wall line 6.54 8.00 12.0027.89 Bolt Dia. (in.) Capacity (kips) Spacing 36 73 1 32 34 0.136 6.53 1.780 t PHD21w/ DBL 2x POST 8t SST816 A.B. Wind 8.00 10.50 291 1 2.098 46.43 0.136 5.00 3.946 / t PH� DBL 2x POST 6i SSTB20 A.B. Horizontal Diaphragm Lengths 6L Stresses Northside South Side Sill Plate Shear Anchorage for above wall line (feet) I (plf) feet (I Bolt Dia. in.) Capacity (kips) Spacing 36 73 0.50 0.818 32 in o.c. o et p i [. 0 0 own egwre . 1st Seismic Level 3.70 8.00 1 18.00 206 29.63 0.136 14.69 0.830 PHD2 DBL 2x POST 6L SSTB 16 A.B. C. Wind Horizontal Diaphragm Lengths at Stresses Northside South Side L0_ Sill Plate Shear Anchorage for above wall line (feet) I (plf) (feet) I (pin Bolt Dia. (in.) Capacity (kips) Spacing 36 73 1 32 34 0.50 0.818 36 in o.c. 01/04/00 - Lateral Analysis - Vugrenes Residence - R.C.E. Job 99-181 1 st Level (UBC Section 1630.1) 2nd Level (UBC Section 1630.1) East-West Direction: Story Shear 11.16 kips Story Shear 4.19 kips w x U 1st p Max 1.00 p Max 1.27 Wall Line Lateral all all all App le Force Applied Forces esisting esistive et Uplift Comments ID • Load Height Length ri Stress Uniform Point OTM Uniform Point OTM Force Used 100% of Tabulated Values See Noce (kips) (feet) (feet) (pin) (ki (kips) (foot -kips) (kin (kips) (foot -kips) (kips) Simpson Products w x U 1st Seismic Level 8.00 7.00 0.18 202 11.28 0.136 2.83 1.207 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 8.00 8.00 0.18 202 12.90 0.136 3.70 1.150 PHD2 w/ DBL 2x POST ei SSTB 16 A.B. 7.36 8.00 4.00 + 12.39 0.136 0.73 2.917 < PHD2 w/ DBL 2x POST til SSTB 16 A.B. Wind 13.50 3.50 �38 i 16.84 0.230 0.94 4.544 t PHDS,w/ DBL 2x POST u SSTB20 A.B. Wind 8.00 7.00 387 21.69 0.136 2.22 2.781 PHD2,w/ DBL 2x POST ex SSTB 16 A.B. 13.50 4.00 35 19.25 0.230 1.22 4.506 (PHOS w%"DBL 2x POST u SSTB20 A.B. 8.00 8.00 387 24.79 0.136 2.90 2.736 PHD2--W/ DBL 2x POST u SSTB 16 A.B. Horizontal Diaphragm Lengths U Stresses NorthSide South Side L10-0.5032 Sill Plate Shear Anchorage for above wall line feet) I (pl (feet) I (plo I Bolt Dia. In. Capacity(kips) Spacing 34 24 99 0.818 24 in o.c. w x PU51 U 5ST5 16 A.B. 1� Ist Seismic evell 13.50 4.00 0.21 233 12.57 0.230 1.56 2.752 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. ,A P-,%- 2.67 13.50 3.50 X356 16.84 0.230 0.94 4.544 t PHDS,w/ DBL 2x POST u SSTB20 A.B. Wind , 1 4 13.50 4.00 35 19.25 0.230 1.22 4.506 (PHOS w%"DBL 2x POST u SSTB20 A.B. Horizontal Diaphragm Lengths U Stresses NorthSide South Side Lo. Sill Plate Shear Anchorage for above wall line feet (pl (feet) I (plo Bolt Dia. in. Capacity (kips) Spacing 24 99 16 41 0.50 0.818 24 in o.c. 0 WOOdWOrkS® Sizer _ SOFTWARE FOR WOOD DESIGN Bib Wood Works® Sizer 97d Dec. 17, 1999 14:29:18 COMPANY I PROJECT R. C. E. I Vugrenes Residence 336 Broadway #7, Chico, CA 95928 1 3230 Konning Ave. (530) 894-8801, fax (530) 894-8805 1 Chico, CA email: cj@r-c-e.com I R.C.E. 99-181 DESIGN CHECK - NDS -1997 Beam DESIGN DATA: material: Lumber n -ply lateral support: Top= @Supports Bottom= @Supports total length: 414?8.0=1-ff1) repetitive factor: applied where permitted(refer to online help) Load Combinations: ICBO-UBC INPUT LOADS: (force=lbs, pressure=psf, udl=plf,_location=ft) »Self -weight automatically included<< Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Full Area 20 (11.00)* No 2 Constr. Full Area 16 (11.00)* Yes *Tributary Width (ft) MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) I 14.5 ft I " ---------- ------------------- Dead 1 1682 1682 Live 1 1276 1276 Total 1 2958 2958 B.Length 1 1.1 1.1 ############################'##"###########H######ORO ###################### DESIGN SECTION: D.Fir-L, No 1, 2x123'Plys @12.025 plf This section PASSES the design code check. ########################################################################### SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criterion I Analysis Value I Design Value I Analysis/Design I -------------- I ---------------- I----------------I------------------I Shear fv @d = 76 Fv' = 119 fv/Fv' = 0.64 Bending(+) fb = 1356 Fb' = 1402 fb/Fb' = 0.97 Live Defl'n 0.19 = L/902 0.48 = L/360 0.40 Total Defl'n 0.57 = L/303 0.73 = L/240 0.79 FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 1000 1.25 1.00 1.00 0.975 1.00 1.000 1.00 1.15 2 Fv' = 95 1.25 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' = 1.7 million 1.00 1.00 2 ADDITIONAL DATA Bending(+): LC# 2 = D+C, M = 10723 lbs -ft Shear :`LC# 2 = D+C, V = 2958, v@d = 2576 lbs Deflection: LC# 2 = D+C Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, =no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 3. BUILT-UP BEAMS: it is assumed that each ply is a single continuous member (that is, no butt joints are present) fastened together securely at intervals not exceeding 4 times the depth and that each ply is equally top -loaded. Where beams are side -loaded, special fastening details may be required. B2a 2-1 WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Wood Works® Sizer 97d Dec. 17, 1999 12:14:02 COMPANY I PROJECT R. C. E. I Vugrenes Residence 336 Broadway 07, Chico, CA 95928 1 3230 Konning Ave. (530)894-8801, fax (530) 894-8805 1 Chico, CA email: cj@r-c-e.com I R.C.E. 99-161 DESIGN CHECK - NDS -1997 Beam DESIGN DATA: material: PSL total length: 27--.00-[-ft-1 s: Load CombinationICBO-UBCn --------------- INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) »Self -weight automatically included<< Load I Type I Distribution =I Magnitude = I =Location =1 Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Full Area 7 (17.50)* No 2 Live Full Area 20 (17.50)* Yes 3 Dead Point 2000 12.00 No 4 Constr. Point 1500 12.00 Yes *Tributary Width (ft) MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) I 13.5 13.5 ft ---------- ---------------------------- Dead 1 815 4251 593 Live 1 2164 7380 2067 Total 1 2979 11630 2660 _ B.Length 1 1.1 4.4 1.0 ########################## _5900�Vf5V.`1nj75j0@l2.988 ################DESIGN SECTION: 2.OE, !2 plfThis section PASSES the dede check. ########################################################################### SECTION vs. DESIGN CODE (force=lbs, moment=lbs-ft, deflection=in) Criterion I Analysis Value I Design Value I Analysis/Design I --------------I---------------- I----------------I------------------I Shear V @d = 6806 Vr = 9871 V/Vr = 0.69 Bending(+) M = 8557 Mr = 19902 M/Mr = 0.43 Bending(-) M - 12319 Mr = 19902 M/Mr = 0.62 Live Defl'n 0.21 = L/760 0.45 = L/360 0.47 Total Defl'n 0.33 = L/496 0.67 = L/240 0.48 FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+- 2900 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 5 Fb'-= 2900 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 285 1.25 1.00 1.00 (CH = 1.000) 3 Fcp'= 750 1.00 1.00 - E' = 2.0 million 1.00 1.00 11 ADDITIONAL DATA Bending(+): LC# 5 = D+L (pattern: L ), M = 8557 lbs -ft Bending(-): LC# 2 = D+L, M = 12319 lbs -ft Shear : LC# 3 = D+L+C, V = 7261, V@d = 6806 lbs Deflection: LC#11 = D+L+C (pattern: X_) EI= 976.83 million lb-in2 Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, =no pattern load in this span) ---------------------------------------------------------------------- DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. F1 I WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Baa WoodWorks® Sizer 97d Dec. 20, 1999 11:53:56 COMPANY I PROJECT R. C. E. I Vugrenes Residence 336 Broadway 07, Chico, CA 95928 1 3230 Konning Ave. (530) 894-8801, fax (530) 894-8805 1 Chico, CA email: cj@r-c-e.com I R.C.E. 99-181 DESIGN CHECK - NDS -1997 Beam DESIGN DATA: material: 4xbeams lateral support: Top- ull Bottom= @Supports total length: 18.50 Load Combinations: IC50 -UBC INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location -ft) »Self -weight automatically included<< Load I Type I Distribution I Magnitude I Location I Pattern I I I Start ' End I Start End I Load -----I--------I--------------I-----------------1-----------------I-------- 1 Dead Full Area 5 (5.50)* No 2 Constr. Full Area 4 (5.50)* Yes 3 Dead Full Area 3 (6.75)* No 4 Live Full Area 9 (6.75)* Yes - 5 Dead Full UDL 40 No 6 Wind Point 472 5.25 No *Tributary Width (ft) MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) I 18.5 ft I " ---------- ------------------- Dead I 878 878 Live 1 826 763 Total 1 1703 1641 B.Length 1 1.0 1.0 DESIGN SECTION: D.Fir-L, No. 1!t9x12 @ 9.352 plf This section PASSES the design code check. #### WARNING: Member length exceeds typical stock length of 16.0 [ft] ########################################################################### SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criterion I Analysis Value I Design Value I Analysis/Design I -------------- I ---------------- I----------------I------------------I Shear fv @d = 50 Fv' = 95 fv/Fv' = 0.52 Bending(+) fb = 1092 Fb' = 1100 fb/Fb' = 0.99 Live Defl'n 0.32 = L/698 0.62 = L/360 0.52 Total Defl'n 0.85 = L/261 0.92 = L/240 0.92 FACTORS:. F CD CM Ct CL CF CV Cfu Cr LC# Fbc+= =1000= 1.00 1.00= 1.00 1.000 1.10= 1.000 1.00 1.00=====2 Fv' = 95 1.00 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' = 1.7 million 1.00 1.00 4 ADDITIONAL DATA Bending(+): LC# 2 = D+L, M = 6717 lbs -ft Shear : LC# 2 = D+L, V = 1452, V@d = 1305 lbs Deflection: LC# 4 = D+.75(L+C+W) Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, =no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Bab oodWorks® Sizer SOFTWARE FOR WOOD DESIGN WoodWorks® Sizer 97d COMPANY I PROJECT F R. C. E. I Vugrenes Residence CM 336 Broadway #7, Chico, CA 95928 1 3230 Konning Ave. CF CV Cfu Cr LC# (530) 894-8801, fax (530) 894-8805 1 Chico, CA 2900 email: cj@r-c-e.com I R.C.E. 99-181 1.00 DESIGN CHECK - NDS -1997 0.97 1.000 1.00 1.00 2 Beam DESIGN DATA: 285 material: PSL 1.00 total length:8 (CH = 1.000) 2 Load Combinations: ICBO-UBC 750 ------------------------------------------ INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) 1.00 »Self -weight automatically included<< ------------------- - ---------------------------------------------- Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Full Area 15 (5.50)* No 2 Constr. Full Area 12 (5.50)* Yes 3 Dead Full Area 10 (6.75)* No 4 Live Full Area 31 (6.75)* Yes 5 Dead Full UDL 131 No 6 Wind Point 1580 5.25 No *Tributary Width (ft) -------------------------------- MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) ----------�---- 18.5 ft I ---------- ------------------- Dead 1 2781 2781 Live 1 2760 2549 Total 1 5542 5330 B.Length 1 2.1 2.0 ########################################################################### DESIGN SECTION: 2.OE, 290OFb; 3.5x16 @17.500 plf This section PASSES the design code check. ########################################################################### ------------------------------------------- SECTION vs. DESIGN CODE (force=lbs, moment=lbs-ft, deflection=in) -------------------------------------------------------- Criterion I Analysis Value I Design Value I Analysis/Design I -------------- I ---------------- I ---------------- I ------------------I Shear V @d = 4026 Vr = 10640 V/Vr = 0.38 Bending(+) M = 21759 Mr = 34955 M/Mr = 0.62 Live Defl'n 0.31 = L/707 0.62 = L/360 0.51 Total Defl'n 0.81 = L/273 0.92 = L/240 0.88 FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# --------------------------------------- Fb'+= 2900 1.00 1.00 1.00 1.000 0.97 1.000 1.00 1.00 2 Fv' = 285 1.00 1.00 1.00 (CH = 1.000) 2 Fcp'= 750 1.00 1.00 - E' = 2.0 million 1.00 1.00 4 ADDITIONAL DATA --------------------------------------------------------------------------- --------------------------------------------------------------------------- Bending(+): LC# 2 = D+L, M = 21759 lbs -ft Shear : LC# 2 = D+L, V = 4705, V@d = 4026 lbs Deflection: LC# 4 = D+.75(L+C+W) EI=2389.33 million lb-in2 Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, =no pattern load in this span) DESIGN NOTES: Please verify that the default deflection limits are appropriate for your application. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. Dec. 20, 1999 11:56:58 G 85 WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Dj1 Wood Works® Sizer 97d Dec. 17, 1999 12:22:12 COMPANY I PROJECT R. C. E. I Vugrenes Residence 336 Broadway #7, Chico, CA 95928 1 3230 Konning Ave. (5 30 894-8801, fax (530) 894-8805 1 Chico, CA email: cj@r-c-e.com I R.C.E. 99-181 DESIGN CHECK - NDS -1997 Joist DESIGN DATA: material: Lumber -soft @ 12.0 (in) spacing service: wet lateral support: Top= Full Bottom= Full total length: 412=00aCfCl -P Load Combinations: ICBO-UBC INPUT LOADS: (force=lbs, pressure=psf, udl-plf, location=ft) »Self -weight automatically included<< Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Partial Area 32 (12.0)* 0.00 4.00 No 2 Live Partial Area 60 (12.0)' 0.00 4.00 Yes *Tributary Width (in) MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) 1 4.0 8.0 ft I" ---------- ---------------------------- Uplift 1 84 Dead 1 183 Live 1 300 Total 1 483 B.Length 1 1.0 DESIGN SECTION: D.Fir-L, 4No 2, 2x8 @ 2.583 plf This section PASSES the design code check. SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criterion I Analysis Value I Design Value I Analysis/Design I --------------I---------------- I ---------------- I ------------------I Shear fv @d = 44 Fv' = 92 fv/Fv' = 0.48 Bending(-) fb = 691 Fb' = 1080 fb/Fb' = 0.64 Live Defl'n 0.13 = L/371 0.27 = L/180 0.48 Total Defl'n 0.24 = L/203 0.40 = L/120 0.59 (a cantilever span governs deflection) ----- ---- -- ---- FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Pb'- 900 1.00 1.00 1.00 1.000 1.20 1.000 1.00 1.00 2 Fv' = 95 1.00 0.97 1.00 (CH = 1.000) 2 Fcp'= 625 0.67 1.00 - E' = 1.6 million 0.90 1.00 2 ADDITIONAL DATA Bending(-): LC# 2 = D+L, M = 757 lbs -ft Shear :' LC# 2 = D+L, V = 378, V@d = 321 lbs Deflection: LC# 2 = D+L Total Deflection = 1.50(Defln dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, =no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. WOOdWOrkS® Sizer SOFTWARE FOR WOOD DESIGN C2 Wood Works® Sizer 97d COMPANY I PROJECT R. C. E. I Vugrene Residence 336 Broadway 07, Chico, CA 95928 1 3230 Kornning Ave. (530) 894-8801, fax (530) 894-8805 1 Chico, CA email: cj@r-c-e.com I R.C.E. 99-181 DESIGN CHECK - NDS -1997 Column DESIGN DATA: type: pinned base, Loadface = width(b) material: 4xCol Ke x Lb: 1.00 x 13.00= 13.00 (ft) Ke x Ld: 1.00 x 13.00= 13.00 (ft) lateral support: Top = Lb Bottom = Lb total length: 1:3.00=[,f:t:P Load Combinations: ICBO-UBC INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) »Self -weight automatically included<< Load I Type = I Distribution I Magnitude I Location = I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Wind Point 440 10.00 No MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) 1 13.0 ft I" ---------- ------------------- Dead I Live 1 102 338 Total 1 102 338 B.Length 1 1.0 1.0 DESIGN SECTION: D.Fir-L, '�No*,4j2 4z6� @ 4.572 plf This section PASSES the design code check. ########################################################################### SECTION vs. DESIGN CODE (stress=psi, deflection=in) = Criterion ===I=Analysis Value I Design Value =I Analysis/Design= I -------------- I ---------------- I ---------------- I ------------------I Shear fv @d = 27 Fv' = 152 fv/Fv' = 0.17 Bending(+) fb = 691 Fb' = 1820 fb/Fb' = 0.38 Axial fc = 3 Fc' - 319 fc/Fc' = 0.01 Axial Bearing fg = 3 Fg' = 1818 fg/Fg' = 0.00 Combined (axial compression + side load bending) Eq.3.9-3 = 0.38 Live Defl'n 0.29 = L/541 0.43 = L/360 0.67 Total Defl'n 0.29 = L/541 0.65 = L/240 0.44 FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 875 1.60 1.00 1.00 1.000 1.30 1.000 1.00 1.00 2 Fv' = 95 1.60 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - Fc' - 1300 0.90 1.00 1.00 1.00 (Cp = 0.273) 1 Fc' = 1300 1.60 --combined comp. + bending-- (Cp = 0.159) 2 E' = 1.6 million 1.00 1.00 2 Fg' - 2020 0.90 1.00 1 ADDITIONAL DATA Bending(+): LC# 2 = W, M = 1015 lbs -ft Shear : LC# 2 = W, V = 338, V@d = 341 lbs Deflection: LC# 2 = W Total Deflection = 1.50(Defln_dead) + Defln_Live. Axial LC# 1 = D only, P = 59 lbs Combined LC# 2 - W, CD= 1.60 (1 - fc/FcE) = 1.00 (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. Dec. 10, 1999 10:10:04 WoodWorkS® Sizer i SOFTWARE FOR WOOD DESIGN C3 Wood Works® Sizer 97d Jan. 12, 2000 07:28:52 COMPANY I PROJECT R. C. E. I Vugrenes Residence 336 Broadway #7, Chico, CA 95928 1 3230 Konning Ave. (530) 894-8801, fax (530) 894-8805 1 Chico, CA email: cj@r-c-e.com I R.C.E. 99-181 DESIGN CHECK - NDS -1997 Wall DESIGN DATA: type: pinned base, Loadface = width(b) material: Lumber Stud @ 16.0 (in) spacing Ke r. Lb: 1.00 x 0.00= 0.00 [ft] Ke x Ld: 1.00 x 8.00= 8.00 [ft] lateral support: Top = Lb Bottom = Lb total length: <8V [_ft]+� repetitive factor: applied where permitted(refer to online help) Load Combinations: ICBO-UBC INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) »Self -weight automatically included<< Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Axial 650 (Eccentricity = 0.0 in) 2 Live Axial 480 (Eccentricity = 0.0 in) 3 Wind Full Area 12 (16.0)• No 'Tributary Width (in) MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) I 8.0 ft I " ---------- ------------------- Dead.1 Live 1 65 65 Total 1 65 65 B.Length 1 1.0 1.0 ########################################################################### DESIGN SECTION: D.Fir-L,Sty-ud=2_x4=@ 1.247 plf This section PASSES the design code check. ########################################################################### SECTION vs. DESIGN CODE (stress=psi, deflection=in) ------------------ Criterion I Analysis Value I Design Value I Analysis/Design I -------------- I ---------------- I ---------------- I ------------------I Shear fv @d = 17 Fv' = 152 fv/Fv' = 0.11 Bending(+) fb = 510 Fb' = 1417 fb/Fb' = 0.36 Axial fc = 217 Fc' = 461 fc/Fc' = 0.47 Axial Bearing fg = 217 Fg' = 2020 fg/Fg' = 0.11 Combined (axial compression + side load bending) Eq.3.9-3 = 0.56 Live Defl'n 0.20 = L/480 0.27 = L/360 0.75 Total Defl'n 0.20 = L/480 0.40 = L/240 0.50 FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 700 1.60 1.00 1.00 1.000 1.10 1.000 1.00 1.15 Fv' = 95 1.60 1.00 1.00 (CH = 1.000) Fcp'= 625 1.00 1.00 Fc' = 850 1.00 1.00 1.00 1.05 (Cp = 0.516) Fc' = 850 1.60 --combined comp. + bending-- (Cp = 0.353) E' = 1.4 million 1.00 1.00 Fg' = 2020 1.00 1.00 ADDITIONAL DATA Bending(+): LC# 4 - D+W, M = 130 lbs -ft Shear : LC# 4 = D+W, V = 65, V@d = 61 lbs Deflection: LC# 4 = D+W Total Deflection = 1.50(Defln dead) + Defln_Live. Axial LC# 2 = D+L, P = 1140 lbs Combined LC# 3 - D+.75(L+W), CD- 1.60 (1 - fc/FcE) = 0.65 (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. Foot2000 ver. 1.0, Copyright 1999 - Spyder Software 12/10/99 9:40:35 AM Company Info I Project Info R. C. E. (Project: Vurgrenes Residence 336 Broadway; Suite 7 ILocation: 3230 Konning Ave. Chico, CA, 95928 I Chico, CA Phone: (530) 894-8801 (Client: Fax: (530) 894-8805 (Job No.: 99-181 E-mail: cj@r-c-e._com IFooting Id: F1 Footi g fo 2 -mid= sp FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ 2.00 ksi Concrete Type ...................................................... HardRock Concrete Cover ..................................................... 3.00 in. Steel Ultimate Strength, Fy........................................ 40.00 ksi Column Size ........................................................ 6.00 in. by 6.00 in. Gravity Only Soil Bearing Strength ................................. 2.06 ksf Footi g.Width?...................................................... �34'50tinggth.....................................................J 0,�ft.' Foots.ngl�Depth..................................................... A 60 in. Punching Shear Stress .............................................. 10.66 psi. Beam Shear Stress .................................................. 00 psi. Longitudinal Bottom Reinforcement Required for Strength............ .19 sq. in. (1-#4) Longitudinal Bottom Temperature and Shrinkage Steel ................ 1.74 sq. in. (9-#4) Transverse Bottom Reinforcement Required for Strength .............. .19 sq. in. (1-#4) Transverse Bottom Temperature and Shrinkage Steel .................. 1.70 sq. in. (9-#4) Gravity Only Soil Bearing .......................................... 1.97 ksf LOADING PARAMETERS ACI LOAD CASES CONSIDERED: 1.4D + 1.71, UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 8.00 0.00, 0.00 Live Load 14.70 0.00 0.00 d= 24.00" X W = 3.50' As =V1-#4 Bars As = 1-#4 Bars ::: Cover = 3.00" Foot2000 ver. 1.0, Copyright 1999 - Spyder Software 12/10/99 9:41:42 AM Company Info I Project Info R. C. E. (Project: Vurgrenes Residence 336 Broadway; Suite 7 (Location: 3230 Konning Ave. Chico, CA, 95928 1 Chico, CA Phone: (530) 894-8801 (Client: Fax: (530) 894-8805 (Job No.: 99-181 E-mail: cj@r-c-e.com (Footing Id: F2 Fo t g for B� FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ Concrete Type ...................................................... Concrete Cover ..................................................... Steel Ultimate Strength, Fy........................................ ColumnSize ........................................................ Gravity Only Soil Bearing Strength ................................. Wind Load Soil Bearing Strength .................................... Seismic Load Soil Bearing Strength ................................. Fng Widtli...................................................... % !Foo g:`Le gth.................................................... Foobepth.................................................... Punching Shear Stress .............................................. Beam Shear Stress ................................................. Longitudinal Bottom Reinforcement Required for Strength............ Longitudinal Bottom Temperature and Shrinkage Steel ................ Transverse Bottom Reinforcement Required for Strength .............. Transverse Bottom Temperature and Shrinkage Steel .................. Gravity Only Soil Bearing .......................................... Wind Load Soil Bearing ............................................. Seismic Load Soil Bearing .......................................... LOADING PARAMETERS ACI LOAD CASES CONSIDERED: 1.4D + 1.7L 0.75(1.4D + 1.7L + 1.7W) 0.9D + 1.3W 0.75(1.4D + 1.7L + 1.87E) 2.00 ksi HardRock 3.00 in. 40.00 ksi 6.00 in. by 1.63 ksf 2.16 ksf 2.16 ksf lt,50 'ft x'18- 00 -in" 4.71 psi. 00 psi. 00 sq. in. .89 sq. in. .00 sq. in. .86 sq. in. 1.26 ksf 1.58 ksf 1.26 ksf UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 3.80 .0.00 0.00 Live Load 3.50 0.00 0.00 Wind Load 2.00 0.00 0.00 Earthquake 0.00 0.00 0.00 d= 18.00" W = 2.50' 6.00 in. (5-#4) (5-#4) ::::13.001, over Foot2000 ver. 1.0, Copyright © 1999-2000 Spyder Software Company Info I R. C. E. (Project: 336 Broadway; Suite 7 (Location: Chico, CA, 95928 1 Phone: (530) 894-8801 (Client: Fax: (530) 894-8805 (Job No.: E-mail: cj@r-c-e.com (Footing Id: Foofing ffo'r-rwall�line A holdowns FOUNDATION PARAMETERS 1/6/00 11:06:28 AM Project Info Vurgrenes Residence 3230 Konning Ave. Chico, CA 99-181 F4 Concrete Ultimate Compressive Strength, f'c........................ Concrete Type ...................................................... Concrete Cover ..................................................... Steel Ultimate Strength, Fy........................................ ColumnSize ........................................................ Gravity Only Soil Bearing Strength ................................. Wind Load Soil Bearing Strength .................................... Seismic Load Soil Bearing Strength ................................. -0� 2.00 ksi HardRock 3.0 in. 40.0 ksi 6.00 in. by 6.00 in. 3.3 ksf 4.4 ksf 4.4 ksf o iFooTV " i IM -i -I h .................................................... 25 ftp; `IAin�g Length.....................................................4.25 ft:i Footing•'Depth1..................................................... 24c._O.Oin1 Punching Shear Stress ............................................... 5.39 psi BeamShear Stress .................................................. .44 psi Reinforcing Standards per .......................................... ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength............ .08 in' (1-#4) Transverse Bottom Reinforcement Required for Strength .............. .08 in' (1-#4) Gravity Only Soil Bearing .......................................... .0 ksf Wind Load Soil Bearing ............................................. .6 ksf Seismic Load Soil Bearing .......................................... .6 ksf LOADING PARAMETERS - ACI LOAD CASES CONSIDERED: 0.75(1.4D + 1.7L + 1.7W) 0.9D + 1.3W 0.75(1.4D + 1.7L + 1.87E) 0.9D + 1.43E UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 1.80 0.00 0.00 Live Load 0.90 0.00 0.00 Wind Load 6.80 0.00 0.00 Earthquake 5.10 0.00 0.00 d= 24.00' s X W = 4.25' As = 1-#4 Bars As = 1-#4 Bars Cover = 3.00" Foot2000 ver. 1.0, Copyright © 1999-2000 Spyder Software 1/6/00 10:54:22 AM Company Info I Project Info R. C. E. (Project: Vurgrenes Residence 336 Broadway; Suite 7 ILocation: 3230 Konning Ave. Chico, CA, 95928 1 Chico, CA Phone: (530) 894-8801 (Client: Fax: (530) 894-8805 (Job No.: 99-181 E-mail: cj@r-c-e.com (Footing Id: F5 Foogtting,,fo P0351fio1_ downs FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ 2.00 ksi Concrete Type ...................................................... HardRock ConcreteCover ..................................................... 3.0 in. Steel Ultimate Strength, Fy........................................ 40.0 ksi Column Size ........................................................ 6.00 in. by 6.00 in. Gravity Only Soil Bearing Strength ................................. 2.6 ksf Wind Load Soil Bearing Strength .................................... 3.5 ksf Seismic Load Soil Bearing Strength ................................. 3.5 ksf ,Footing Width ...................................................... 3'00 tftf . Footing -Length) ..................................................... /3,00 ft.- Footing_Depth.1 ..................................................... 18.00 in- -, _1 Punching Shear Stress .............................................. 6.49 psi Beam Shear Stress .................................................. .25 psi Reinforcing Standards per .......................................... ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength............ .06 int (1-#4) Transverse Bottom Reinforcement Required for Strength .............. .06 int (1-#4) Gravity Only Soil Bearing .......................................... .0 ksf Wind Load Soil Bearing ............................................. 1.0 ksf Seismic Load Soil Bearing .......................................... .8 ksf LOADING PARAMETERS - ACI LOAD CASES CONSIDERED: 0.75(1.4D + 1.71, + 1.7W) 0.9D + 1.3W 0.75(1.4D + 1.7L 0.9D + 1.43E UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 2.70 0.00 0.00 Live Load 0.50 0.00 0.00 Wind Load 4.60 0.00 0.00 Earthquake 3.00 0.00 0.00 d = 18.00' X W = 3.00' As 1-#9 Bars As =v1-#4 Bars = 1.87E) Cover = 3.00" r M Foot2000 ver. 1.0, Copyright © 1999-2000 Spyder Software 1/6/00 10:56:18 AM r Company Info I Project Info 7 R. C. E. (Project: Vurgrenes Residence 336 Broadway; Suite 7 ILocation: 3230 Konning Ave. Chico, CA, 95928 1 Chico, CA Phone: (530) 894-8801 (Client: Fax: (530) 894-8805 (Job No.: 99-181 E-mail: cj@r-c-e_.com (Footing Id: F6 Footing r .Pii 6 holdowns- FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ 2.00 ksi Concrete Type ...................................................... HardRock Concrete Cover ..................................................... 3.0 in. Steel Ultimate Strength, Fy........................................ 40.0 ksi Column Size ........................................................ 6.00 in. by 6.00 in. Gravity Only Soil Bearing Strength.......... 2.9 ksf Wind Load Soil Bearing Strength .................................... 3.9 ksf Seismic Load Soil Bearing Strength ................................. 3.9 ksf Footing WidthA..................................................... E3 25 ft. ,Footing,rLengthA..................................................... Footing;Depth.:..................................................... 24-._0-0__in-: Punching Shear Stress .............................................. 3.84 psi Beam Shear Stress .................................................. .00 psi Reinforcing Standards per .......................................... ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength............ .05 in' (1-#4) Transverse Bottom Reinforcement Required for Strength .............. .05 in' (1-#4) Gravity Only Soil Bearing .......................................... .0 ksf Wind Load Soil Bearing ............................................. 1.0 ksf Seismic Load Soil Bearing .......................................... .7 ksf LOADING PARAMETERS - ACI LOAD CASES CONSIDERED: 0.75(1.4D + 1.7L + 1.7W) 0.9D + 1.3W 0.75(1.4D + 1.7L + 1.87E) 0.9D + 1.43E UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 2.70 0.00 0.00 Live Load 0.50 0.00 0.00 Wind Load 5.70 0.00 0.00 Earthquake 3.00 0.00 0.00 d= 24.00'• W = 3.25' As =-1-#4 Bars As = 1-#4 Bars ::: Cover = 3.00" ,:I -> February 18, 2000 Mark ugrenes 3230 Konning Avenue Chico, CA 95928 Dear Mr..Vugrenes: �utte count, L A N D O F NATURAL WEALTH A N D B E A U T Y DEPARTMENT OF PUBLIC HEALTH DIVISION OF ENVIRONMENTAL HEALTH []18-B County Center Drive 411 Main Street 7 County Center Drive Oroville, CA 95965 6) P.O. Box 5364 Oroville, CA 95965 TEL: (530) 538-7282 Chico, CA 95927 TEL: (530) 538-7281 FAX: (530) 538-2165 TEL: (530) 891-2727 FAX: (530) 538-7785 FAX: (530) 895-6512 D The application which you recently submitted to this Department for a building clearance on the property located at 3230 Konning Avenue, Chico, CA, AP#039-210-021 has been reviewed. A clearance cannot be issued at this time for the following reason(s): 1. Zoning This parcel is zoned A-20, which allows a single dwelling. A site visit by this office revealed three (3) possible separate dwellings. We cannot issue a clearance for a remodel to one of the dwellings unless they are all allowed by the Butte County Planning Department. We recommend you address this issue to that office. 2. Verification of septic system This office has record of a permitted septic system for only the dwelling facing Fimple Road. If allowance for all structures is obtained, we will require proof of location and size of the septic tank and leach lines for the relative building, prior to issuing a building clearance. '�I� /-0 '1� "O�' /'-U - .. L Mark Vugrenes February 18, 2000 Page Two Please contact me as soon as possible at the Chico office between 8:00 a.m. and 9:00 a.m., Monday through Friday, so that this can be resolved. Sincerely, 7e � ��at- Tom Loushine, E.H.S. Division of Environmental Health TL/sg/clear/cant/3230konning jrA-1,5c--,3 N'. (HMO eaV A-5 ?AO21- BOO? • BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES PHONE, COUNTER AND MEETING CONVERSATION AND DOCUMENTATION REPORT NAME OF CONTACT TIME (. ��-- SUBJECT DISCUSSION: DATE 2AF &2c,11 0 ACTION TAKEN: REPORT TAKEN BY: WHERE REPORT TO BE KEPT: C:\0FWIN40\TAP\PHN.RPT OWNER -BUILDER VERIFICATION �j Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your_signatwe, Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this - verification is received. 1. I personally plan, to provide the ma or labor and materials for construction of the proposed property impro ent : YES NO C3 - N 2. I HAVE 0a HAVE NOT C3 signed an application for a building permit for the proposed wtrk. 3. I have contracted with the following person (firm) to provide the proposed construction: NA�E• ADDRESS: CITY; d PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: ; NAIL M: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYO SOCIAL S DATE: to NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the. California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER F OWNER BUILDER INFORMATION 7-1 Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of pr+operty'• . improvements specified.iq . For your protection, you should be aware that as "owner -builder" you are the responsible party ofjecord oa sA a permit. Building permits are not required to be signed by property owners unless they are personally performing duir�" own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business' . license from the city or county. They are also required by law to put their license number.on all permits, for which., ±,.. apply' ; 's,.:::�:*; If you plan to do your own work, with the exception of various trades that you plan to subcontract, ycusshatld �. be aware of the following information for your benefit andprotection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the 1. work (including im and other costs) is 5300 or more for the entire project, and such persons are. not licensed as contiac subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and y subject to several obligations including state and.federal income tax..withholding, federal social secu>_it-y workers compensation insurance, disability insurance costs; and unemploj*ent c inpensation contn'butioiz , ♦ There may be financial risks for you if you do not carry out these obligations; and*these risks are especially with res ect to worker's c ---at; r p ps on insurance. ...:rn ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Serviee;(a qt - if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, -only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally: Building permits are not required to be signed by property owners unless they are performing their own work personally.- Information ersonally:Information about licensed contracTrs may be obtained by contracting the Contractors State License Board in your - community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" bn the reverse side of this form so that we can confirm that.you4 _ are aware of these matters. The building permit will not be issued until the verification is returned. r rely, '�� Mic el C. Vi ira, C.B.O. M ger, Building Inspection NOTE. This Owner-Builder.Injormallon is required by Section 19830 of the Callformla Health and Safety Coda January 19, 2000 Greg Vugrenes 14906 Eagle Ridge Chico, CA. 95942 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 039-210-021 Building Permit Number: 99-2742 This office reviewed building plans for the permit application referenced above. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear response will expedite the re -check and approval of this project. Provide additional information and/or make revisions to plans, specifications and calculations as follows: #frOvide complete plot plans, drawn to scale, with distance measurements for all buildings located on this parcel. Provide construction details for the existing cellar foundation and retaining walls. Provide structural calculations for the roof mid -span headers and the supporting members. 4. Ceiling joist appear to be over -span. Provide revised ceiling details. 5. Indicate window and door header sizes. 6. Garage firewall separation is required on the garage side, including supporting walls and posts (Uniform Building Code section 302.4 exception #3). 7. 10% of natural light and 5% of ventilation is required for all habitable rooms within a dwelling unit (Uniform Building Code section 1203). This requirement does not appear to have been fulfilled throughout the dwelling. 8. Stairways must be designed and constructed as per the requirements of Uniform Building Code section 1003.3.3. Provide revised construction details. 9. Construction details for the laundry chute, complying with Uniform Building Code section 711.6, will be necessary. 10. The BCI 400 series (9'/Z) at 24" o.c. exceed the table values. Provide revised floor framing details. 11. Provide structural details for the 2" concrete slab on the open deck area. 12. Length of shear walls and locations of PHD's on the building plans are not correct. Refer to structural calculations and provide revised corrected building plans. 13. Building plans need clarification about the shear transfer and the PHD requirements from the second floor level to the foundation. 1 of 2 14. The 3.5 x 11.875 x 27garage beam has an incorrect Fb rating on the building plans. 15. The 3.5 x 16 x 18.50' garage beam is not correct on the building plans and appears to be nadequate in size for the length of the opening. Provide clarification. s1 rovide clarification about the location of all the beams noted in the structural calculations. 17 Provide clarification about the location of the footing's that are analyzed in the structural calculations. 18. Location of heating and air conditioning equipment will need to be indicated on the building plans. Provide energy design and supporting documentation. 20. Review of the building plans by the Butte County Building Division engineer has not been completed at this time. Additional items may be noted when the review is done. 21. Plan review will continue upon receipt of the above items. Additional comments may be generated from your response above where plan documents were incomplete, inconsistent, or not adequate to depict code compliance. 22. Sanitation and plot plan approval is required from the Butte County Environmental Health Department. 23. The building permit application has not been signed. Additionally, the licensed contractor declaration or owner-builder declaration and the workers' compensation declaration will need to be completed. 24. Balance of Building Permit fees = $1,494.92. 25. Sheriff fees = $360.00. 26. Complete and return the enclosed Butte County School Impact fee certification form. If you wish to discuss any requirements you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Glenn Gibbons Plans Examiner 2 of 2 ❑ APPROVED ❑ CONDITIONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE Permit #: 9':1- - 2:-) L-4 Genera/Information Date: I— ( Lq— 0 a) AP#: 029 - 210 Owners Name:�2- �" S Parcel Acreage: ) S -V 14 G c�S Owners Address: I L4 - / 0 Ip C���l�l� D( Lla.-R07242S--t 0*)(L2A LA 9c)y -)— Building Site Address: LS © )(:f.0A.)AJ 0J 6,- A G r 6wertvinformation Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home ® SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Septic ❑ Well ❑ Other Zone District: Date of Zoning Ordinance: General Plan: -lP C-- Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement ❑ No iff Yes, check use Minimum Acreage: Nitrate Action Plan No ❑ Yes Violation Area No ❑ Yes Specific Plan No ❑ Yes ❑ Chico ❑ D2N Enterprise Zone No ❑ Yes, check use in No - ❑ Yes Floodplain Zone: ID No F-1 Yes Watershed Protection Zone Proposed Use Comolies With: 'M General Plan * Zoning Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown Landscaping: ❑ Landscaping Requirements are OK as Shown Road and Drainage Improvements Required: ❑ No ❑ Yes Aoolicable Setbacks: ❑ Other ❑ Other e ' ❑ Cohasset Panel Number: ❑ Accessory Building Use Zoning Code Street & Hi hwa s Fire Prevention Subdivision Ma Front Side Side street Rear Height Permit clearance Environmental Health I== Septic Permit Review: Agriculture Affidavit Required ❑ No ❑ Yes Well Permit Review: Designated Well Site ❑ No ❑ Yes Land Development Review: Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes ?arcel Created by: ❑ Deeds Date of Creation: Legal Access Provided: Deed Reference: Legal Access Required: Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: k'-0 xW I N G- TUZ 1z�% C.1 ILMap Date of Recording: Lot: -onditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ No ❑ Yes ❑ No ❑ Yes Block: Book: / _ . Page: U ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Provide Creation Deed ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Other ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. :eneral Comments: h! 1 LL -t�jeeD V - C;'(-- / U P , :CV -1>✓ c.ac W i � 1aN •D�j 1>-�fie�2_ )J � � C.bT � LAN I LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Bui/ding Permit No. - 9 OWNERS A.P. NAME: VuQ �-�S C-5-'r�� NUMBER: PRINT LAST NA FIRST COUNTY ZONING2O DESIGNATION: FLOOD ZONE: C FLOOD MAP: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP I M r,I-e Ize /S,-77,4 <* DEED INFORMATION: LOT 9 1Cunr41Nv raACr ? M e DATE OF CREATION: LEGAL ACCESS PROVIDED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION COMMENTS/CONDITIONS: MAP INFORMATION: DEED REFERENCE: LEGAL ACCESS REQUIRED: YES NO YES NO DATE OF RECORDING LOT e BOOK % PAGE C7 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 BU/LD/NG DIVISION 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 of��� 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. _ 7. 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. Payinenit 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. M 311MS 401k1Nf100 966` Z Z 9 nd a3A1333a LD 7/96 CAWP51 TORMS.K\BLDGPERM.CLR BUTTE COUNTY DEVELOPMENT SERVICES Date: Q— 15?1 0 l q I )Ujq&-Qj-ft� Owner: Address: l%�P ��� �Sl /\ Location: 3 0q ?3 c) TYPE: [Building [ ]Health [ ]Planning v Taken By: att Permit History on File: [ ]None [ Tenant: OWAW A.P.#: r-)3(3 nQ I Zoning: General Plan: Caution: YeID4_ No[ ]As follows: INSPECTOR'S REPORT iiAge, 141 tAMC; . f Address: Description of Violation: FpaA ee -z 0WAN PQM 6 ,xASfM-f QN %tz Goa ' ' ALM Artier 5F A co�ate Buil in�obileo�� `size: Approximate Building/Mobile pp g/M pp g/Mobile Home age: Under construction: Built by/for: [ ]Present owner [ ]Previous owner [ ]Occupied [ ]Vacant Has Electricity: [ ]Yes [ ]No Has Gas: [ ]Natural [ ]Propane [ ]None Has Sanitation: [ ]Yes [ ]No Obvious sewage problems? [ ]Yes [ ]No Hazards: [ ]Yes { ]No Person Contacted: Describe Action Taken: INSPECTOR AIUST ATTACH A COPY OF THE CORRECTION NOTICE! Inspector: 11 IW Y1 ([* N ACTION RECOivfENDED: [ ]Information Only, File [ ]Complaint Unfounded [ ]Resolved per Inspector's Report Date: `z, [ ]Hold for [ ]Other [ Send Letter for Comp fiance W DAy BUTTE COUNTY DEVELOPMENT SERVICES Complainant: Additional comments from Inspector: A R it 1 2 .o,6UTrFo RESIDENTIAL PLAN o o REVIEW GUIDE O O -:=-_;:.+_ilk:; SINGLE FAMILY, DUPLEX AND -. O C „-_ O MISCELLANEOUS ONLY Owner: V u S Building Permit Number: / q - Z % YZ Plans Examiner: A. P. Number: 3 0/0- /GENERAL: 6 Zoning requirements number of permitted living units Building permit valuation. Plans signed by the designer. 4. Proper description of work on the application. Existing violations on the property. £ 7C'i sT j n! G Hu i i b r r/& K. Recorded notice of violation. tLOT PLAN: Com Tete parcel size and dimensions. Q tbacks, side yard, easements, etc. 3© er uildings or structures. Grading, fills and/or drainage. Flood hazard. X' Special.conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage fees). FAU & FAS road setback. ,81. Building or utilities across lot lines (record form). FLOOR PLAN: d� Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203).1-O <3' FT - Egress windows (Uniform Building Code section 310.4). A' Skylights (Uniform Building Code section 2409 & 2603.7). �5. Glazing in Hazardous locations (Uniform Building Code section 2406). Required room sizes and ceiling heights (Uniform Building Code section 310.6). /7! GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). Prohibited locations of gas heating equipment (Uniform Mechanical Code 304.5). Garage firewall separation -required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). L-1- Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). .1-2•. Smoke detectors (Uniform Building Code section 310.9.1). ,k ater closet clearances (Uniform Plumbing Code 408.5). A. Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Pagel of 2 STRUCTURAL DETAILS: 1. Conventional construction — Unusually shaped buildings (Uniform Building Code section 2320.5.4). 2. Standard bracing or engineered design (Uniform Building Code sedtion 2320.11.3). ,3,1 Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. fl Foundation plan complete enough to construct building. &6 Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to,construct building. ,ff. Rafter ties or bearing ridge beam. W Fireplace construction details and calculations if necessary. , K Garage door header size(s). JZ Porch header size(s). V. Stud heights. J4" Expansive soil — special foundation design required. 15 Retaining walls requiring design. d� Special Inspection requirements. (� Header sizes. 18. Gypsum wallboard nailing inspection required. MISCELLANEOUS ITEMS: Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). er Guardrails (Uniform- Building Code section 509). 3. Brick or stone veneer (Uniform Building Code section 1403). 4. Exterior plaster — weep screeds (Uniform Building Code section 2506.5). .k^ Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). Roof covering type — (fire hazard). Foam insulation — protection. S/ 36" halls and tairwa s Uniform Building Code section 1004.3.3.2). ,9' Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2).. r . 10. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 11. Attic access and ventilation (Uniform Building Code section 1505). 12. Combustion air for fuel burning appliances — LPG requirements. Sound requirements. 4. Energy design compliance and supporting documentation. K. Flashing at all exterior openings. 1;(5*eCDF responsible area requirements. 17. Building Permit requirements: 17.1. SRA. 17.2. Flood elevation certificate. 17.3. Fire Sprinklers required. 17.4. Special Inspection requirements. 17.5. Use Permit conditions. 17.6. Sub -Standard Housing letter. Page 2 of 2 VIOLATION CHECK LIST A. P, # 039-21-0-021 Address _3230 KONNING AVENUE, CHICO Owner GREGORY A AND AFRA C VURGRENES Owner's Address 14906 EAGLE RIDGE DRIVE, FOREST RANCH CA 95942 Owner's Phone No. 342-2247 Supervisoral District Tenant's Name Phone No. Type of Violation in Detail with Code Section Priority No. } CONSTRUCTED AN ATTACHED GARAGE AND ADDITION TO SF APPLICATION MADE 12/6/99, BUT NOT ISSUED NO PLANS ETC Specific Plot Plan with C/V Noted _yes no Penalties Required 1st. Notice Sent 9/23/99 2nd. Notice Sent 12/3/99 ate Date Comments and/or Determination Disposition For Citation Citation ate (Date) Department Recommendation to Court Court Action Notice of Violation Recorded (Date) TO: Code Enforc *nt FROM: Building Department C� RE: Citation Request GREGORY A & AFRA C VURGRENES 039-21-0-021 (Owner) (A.P. NO.) DATE: 1/5/2000 Attached is the required "documentation regarding the violation on this property. Please proceed with the citation procedure on these violations and include any other violations on the property which may be appropriate. 1/5/2000 I&Iw,0'al (Date) epartment Sign ture) Owner contacted Unable to contact owner Comments: CEO TO:- Building Department FROM: CEO RE: Citation Request DATE: I I I will hold citation process as a result of conversation above INotify me if/when you wish .to proceed with citation. Insufficient documentation for citation - request returned. C Other DATE CEO TO: CEO ' FROM: Building Department RE: Citation Request DATE: nOwner did not comply - proceed with citation procedure Other DATE Dept. December 3, 1999 BEAUTY DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Gregory .A. & Afra C. Vurgrenes 14906 Eagle Ridge Drive Forest Ranch, CA 95942 RE: Building Code Violation A.P. #039-21-0-021. 3230 Konning Avenue, Chico Dear Mr. and Mrs. Vurgrenes: This is a formal warning notice. Pursuant to Butte County Code (BCC) Section 41-2, we sent you a courtesy noice dated September 23, 1999 notifying you that you are in violation of the (BCC) at the above -referenced location. As of this date, the following violations still exist. Failure to obtain the 'required permits, inspections and approvals from this office for construction of an attached garage and addition to single family residence in violation of the 1998 California Building Code as adopted by Section 26-1 of the Butte County Code as follows: (a) Section 106.1 Permits Required (b) Section 108.1 Inspections Required (c) Section 108.4 Inspection Approval Required Before Use or Occupancy The above violation(s) shall be corrected or abated by you by submitting three (3) complete sets of plans, applying for the required permits, and paying the appropriate fees, including penalties. After permit issuance and field authorization to proceed, the work must be completed and approved by this office within the permit specified time. This is your final warning. Unless you contact this office and make the proper arrangements to correct or abate the violation(s) voluntarily, within ten 10 days from the date of this letter, enforcement shall be pursued through the issuance of a citation (ordering you to appear in court) for said violation(s) and for failing to comply with this warning letter. 0 0 Letter to Gregory A. & Afra. C. Vurgrenes RE: Building Code Violation A.P. #039-21-0-021 Page 2 December 3, 1999 Upon conviction of said violation(s) of of failing to comply with this letter, the court shall impose penalties (fines) and a Notice of Violation shall be recorded in accordance with Butte County Code Section. 41-7. The Notice of Violation shall include a description of the premise the violation concerns, a description of the violation, the date of your conviction and the action necessary to correct or abate the violation(s). Should you have any questions concerning this matter, please contact Scott Rutherford in this office at the address or telephone number listed above. SO*erely, .Gli\ Mic el C. Vieira, C.B.O. Manager, Building Division MCV:dms l 2 3 4 s 6 7 8 9 10 11 12 13 14 is 16 17 18 19 20 21 22 23 24 2s 26 27 28 29 PROOF OF SERVICE fS MAIL I am over the age of 18 and not a party of this cause. I am a resident of and employed in the county where the mailing occurred. My business address is: Building Division Department of Development Services 7 County Center Drive Oroville, CA 95965 I served the foregoing (A.P. #039-21-0-021) by enclosing a true copy in a sealed envelope and depositing said envelope in the United States mail with postage prepaid on 3RD. OF DECEMBER. 1999 and addressed as follows: GREGORY A. AND AFRA'C. VURGRENES 14906 EAGLE RIDGE DRIVE FOREST RANCH, CA 959542 I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration was executed on 1 211/99 atVI�� , California. Donna Sperlin Office Assistant III September 23. 1999 Gregory A. & Afra C. Vurgrenes 14906 Eagle Ridge Drive Forest Ranch, CA 95942 RE: Building Code Violation 32301M Konning Avenue, Chico Dear Mr. and Mrs. Vurgrenes: hatte, c. L A N D O F N A T U R A L W E A L T H A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 A.P. #039-21-0-021 This is a courtesy notice to notify you that you are in violation of the Butte County Code, as follows, at the above referenced location. Failure to obtain the required permits. inspections and approvals from this office for construction of an attached garage and addition to singlefamily residence. Since permits and inspections are required for the above work, submit three (3) complete sets of plans, apply for the required permits, and pay the appropriate fees. All work must stop until these permits are issued and you are authorized by our field inspector to proceed. The field authorization cannot be made until the existing work is inspected and approved. It is'" the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a 'description of the action necessary to abate the violation. You have thirty _L391 days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you -have any questions concerning this matter, please contact Scott Rutherford in this office at the address or. telephone number listed above. Sincerely, Scott Rutherfor Chief Building Inspector