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066-170-007
NOTES RESIDENTIAL ' r 066 170-007 IZATT, JAY 03-0719 -- - ;• � PERMIT NO. _ . _ . /7 S 7 ANDOVER DR, MAGALIA - 3 l3 v[ y',,,` v4 Cont: MILEY & HERTZIG NEW SINGLE FAMILY ' '`� r` SPECIAL CONDITIONS CHECKED x _ BY J� SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address M • GAS Meter By _ Date _ELECTRIC � /WA A Meter By Data it t ♦4� J� ljOB FINALED (Date) ©� Ir ,:Signature ��_ , J = SOK 0 = Not OK . Not Ready NotApplicable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Size -Spacing -Marriage Line 2. Soils; Special MH Support Sketch Gas; MH Test -Demand -Valve -Connector 3. Sewer; Location -Test -Fall -C/O -Concrete Electricity; MH Test -Crossovers -Breakers -Clearances 4. Water; Location -Test -Easement Needed (Sketch) Drain; MH Test -Fall -Flex Connector 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Water; MH Test -Regulator -Connector 6. Gas; Location -Test -Wrap;-:/ P' L'ft. / - P Nat. or / P' L "ft./ P LPG Water and Sewer_ Connected -C/O to Grade -HD Approval 7. Well Clearance & Disconnect Gas and Electricity Tagged 8. Utility Clearance Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer_ Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Date 3. Card B-1 Date Card B-1 Date 5. Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) Electric 8. 1. Zoning Requirements -Setbacks -Easements Health Department Approval 10. 2. Footings; Size -Spacing -Marriage Line Light Niche 12. 3. Blocking Date 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11: Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams-Rftrs-Con nectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels, Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting; Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 = OK = Not OK = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date UNDE LOOR (Plans) OK except #'s oning-Setbac ks- Easements- Flood -Slope VF ., Main; Soils-Elec. Grnd /" Ft epth Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. St walls, Garage; Steel- Blockouts-Wra ed old Downs and Special Anchors Slab, Steel -Wrapped 8. P' s -Fire lace Ftg.-Steel Q 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. EI ctric Underground enums & Ducts; Clearance -Material -Support -Ins. 4Airders-Sills-Anchor Bolts-Joists-Vents-Crippies Access & Ventilation 16. Insulation Date Card B Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 ' Date Card B-1 Date ELECTRICAL (Permit) OK except #'s i ture & Transformer Clearance -Ins. Protection ec. Receptacles Spacing -Lights & Switches at Doors ize Boxes & No. of Conductors Stapled omex Installed Close to Edge of Studs & C.J. W. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ liga. Cu o AI- .C. Wire Size/ /ga Cu or Al Range Circle/ /ga Cu or I -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. lothes Closet Light -Shower Light -Spa Light Pe Smoke Detector Date Card B-1 Date Card! B-1 Date Card B-1 Date Card B-1 Date M§CHANICAL (Permit) OK except #'s A.C. Ducts Insulation & Support Vent Fan, Exhaust above insulation . Condensate Drain & Overflow, Size & Grade * Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 0. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card 3-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 4V Sills Proper Materials & Anchors 4K. Walls Studs -Nailing Spacing & Braces -Plates -Sound 4C Bearing Walls over Girders & Floor Nailing 44J Draft Stop in Walls (rat proof) IFire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46; Headers & Beams -Size & Bearing Date FRP/MING (Continued) 4X Hangers -Post Caps -Anchors -Connectors Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 4 Fireplace Ties or Type A Flue -Fireplace Throat Clearance 5 Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 54.1 Bdrm. Windows or Exiting Doors Sill Ht. &Dimensions Garage Fire Protection Framing -RC Channel Ea' Property Line Firewall & Openings xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits i Stairs; Width- Headroom-Rise-Run-Landinq-Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Sidinq-Nailinq Veneer -stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access ST Glazi Area -Glass Protection-Skylight-Pl9stic 6 S Walls; Nailing -B ?22 9a!j D1 lj�l 44 61. Elface Interior/Exteri all Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls- indows Date fZ a U Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 61(. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection 0. ,Bedroom Exiting VBents & Crawl Hole Door Drainage & Wood -Earth G.F.I. & Bath Fixtures & Tub Access -Spa W, Elec. Trim & Subpanel, Breaker Sizes & Labels 7 Stairs & Rails 7 .,Fireplace or Stove, Clearance -Hearth 7Z.' Elec. Outlets at Wood Panel, Int. & Ext. 73,.*' Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 7 '. Flec. Outlets & Receptacles at Kit. Counter 7 . Garage Fire Door; Swing -Landing -Closure fir. Duct in Garage -Damper 7?" Wtr. Htr.; Vents -Clearance -Comb.. Air Connector-P.R.V. Above Floor -Meth. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 74. Elec. Receptacles in Garage (F.F.I.)-Romex Protection §3 - Insulation -Foam -Looked in Attic 84 Guard Rails & Deck Construction -Post Caps 8VFdn. VBents & Crawl Hole Door Drainage & Wood -Earth learance Looked uncler Floor O Yes _ Be Following Instld./Drive EVfes O No/Walks Yes 0 No/Planters O Yes O o -84-Stucco Brown -Finish . A.C. Unit Disconnect, Electrical -Plumbing 8&4ents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 44 -k. -Water Well, Disconnect, Electrical, Plumbing 88/ Exterior Elec. Trim, G.F.I. Receptacle -Underground 8 Ventilation Throughout House ss Protection 9. orrections from Previous Inspections 9 Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 941"Energy Compliance Certificate -Other Certificates . Address Posted Qr ire Sprinkler Date `t 4,7 Date Card B-1 ate Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 PER o. (Rev. 12/96) APPLICATION AND PERMITP3-o77T ASSESSOR PARCEL NUMBER 066-170-007 ZONING BUILDING PERMIT OWNER IZATTJAY & REGINA TELEPHONE SO. FT. OCC. BUILDING VALUATION .OWNERS "UNG ADDRESS 1740 R 93,960.00 816 U 14 688.00 CONTRACTOR'S NAME MILEY HIIZTZIG CONS�RU TELEPHONE - 420 C 5,460.00 172 open 1;204.00 R& CONTRACTOR'S NG ESS PO BOX 2216 PARADISE CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 115 312.00 ARCHITECT OR ENGINEER LICENSE NO . Filing Fee $ 20.00 Permit Fee $ 695.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 452.08 BUILDING ADDRESS 37b ANDOVER DR. MAGALTA Energy Plan Checking Fee $ 23.00 PERMIT FEE $ 1.190.58 LAT NO. 23 SUBDIVISIONS NAME PARCEL MAP P� _ PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE • 27AC SF M Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 77•00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 15.00 TYPE OF WORK New Cy, Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NSF W/GARAGE Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I WF__ 920.00 PERMIT FEE $ 157.00 SNOW LOAD: 2000-2500 ft. FLnnnoX_n4nor. SRAN ELECTRICAL PERM`ITRLEss Fling Fee 20.00 Main Service .A OR 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my licensebin in full force and effect. •�POWER License Class Lic. No. ( ,'70 0-6 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TG 46.00 NEW CONST. DWEWNG OCUP. EL CC OR ADDNS. ( & ACC. BUDS. Sp 3.5¢FTO . 89.46 T.9 HOµREOSIU MULTI.,R UTTS T @7,50 APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 00 9AL @ I. 0 Ex. Occup. oFIx�E�DTSA R ' OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 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 1 1 15.00 15.00 Cooling 1 15.00 15.00 Hood 1 6.50 6.50 Ventilation 3 4.50 13.50 aas Stove 1 15.00 15.00 PERMIT FEE $ 85.00 Policy Number (The 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' compensation provisions of section 3700 of the Labor Code, I shall rthwith c ith those ,provisions, _ _ U _� _Sig eof Applicant - ❑ Owner ` Contractor ❑ AgentOSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. L Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ R2 CONST. TYPE Vn TAL FEE $ 1 611.04 HA2. ___ D. E XIM% FL FLOOD C� PAfj3 PD / HD ISSUE eby issued under unty Code and/or Acalteefor hich fees have PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. / O ate V 611 z-rQ ate Receipt No. 07 1057 WHITE-D.D.S.-B.D. CANARY -ASS S R PINK -INSPECTOR GOLDENROD -APPLICANT to Apr 06 04 07:13a LOERKE INSULATION CO.,INC 5308918560 p•1 L OERKE INSULATM CO., INC. INW A'H ON CEWIFICATE 1-5-4 -4 A1.t-::>O.f E-rL mumw am most civ- 1. ROOF Maki Brand Now 2. CEILING 80 of BiMot Typot Thwkmm (ffl� 13 marls nft in"W wolf sq. , biS ,, Biased Name Johns Manville Thwmal R (RValus) '�3g Brand Naffs Johns � ilelcicfe� t S .�5 ies Awtet ft [nsU&d vMght per sqme *mt to addm Thermal Remftnw (R Value) Ttdcknew Porkwor FOUNDAI Brand Naffs Jobris LUmMe Themnal R (R VAwL izlq Thi ReMmm (R Value) Bramd Nam ?baffles! Res Bmnd i ntvzwr (Co. x'gra.:1' .S.' D:ft ?T.7'loj.i.l' .f' s+I:.a.►-f wt.1: :f .... COUNTY OF BUTTE y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES it 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 ,CORRECTION NOTICE. ,OWNER .PERMIT NO. f A rouline -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 ;3 completed. If you have any questions pertaining to this atter, or need additional explanation, please contact this officej►iediately. A �/��•� � P � � r®.� if iil �l� e. ��4iJQ .« r I ° ; Date FInspector REV 10/92 ..���'.�._ ...— .� w.,r.i t� •.. .. � - L...# .r' `r [ � S.Y.,.. ti• i�r •�' • t • r -.., +.- - �. \,� �1.�.. %/'1.��,,� �.INIi..--......�sti._..,,r• _ ..22. — .�`%. % D J— O / f COUNTY OF BUTTE-DEPARTMNT fDEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Orovi e, CA' §5965 Phone (530)538-7541 Fax (530)538-2140 v PERMIT APPLICATION DATA SHEET OWNER: 77-- * ASSESSOR PARCEL NUMBER D 17e ^ �y Proposed Building Use: S / Counter Technician: Nz/Date: J �� Items requi d in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. \ 1. t plans, 3 or 4 sets, signed by the preparer of the plans. omplete plans, 3 or 4 sets, signed by the preparer of the plans. �3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped pd signed calculations. 4 Engineered truss details and layouts in duplicate. No faxes! Energy compliance design and supporting documentation in duplicate. {ems 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line in atton, (C) FloorrP(lann, (D) Tie down or foundation plans, all in duplicate. ` ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other .. Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) P14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... /`" 15. Statement of Intent for Non -heated and A/C Buildings ...................................... .. 6. Sanitation and plot plan approval from the Environme tal Health Depa ent in ❑ 17. City of Chico Plumbing permit ......................................... .. ............. California Department of Forestry lana royal (� aid. Sent b . p tTY P PP P Y ❑ 19. Planning approval for (A) Use: 1 (B)Parking: (C) Par el Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... IJ Q 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy).o3,,,-7 ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization ...... i............................................................. 1Q 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits .................................... .... ................. ❑ 30. ❑ Grant Deed, ElM.H. Title/Statement of Facts, ❑ Letter from.Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: I When issued Telephone and hold for pickup.14 I hay e!e�n_inWruned of a items and requirements for obtaining a building permit. <� n �• G01, le- LY, L 5-e�_ 1. Index permit application for the above items numbe 2. Additional items required C,9utcactedesigner, owner, was advised of the above Contractor, designer, owne was ad sed of the ab ve Plans reviewed by: Date: Structural reviewed by-49Date: Note transfer by: Date: _j _,131mail, ❑ c approved by: ural approved by: E.H. USE ONLY %t Plan AKechad 41ooa Plan AKsc d Y: S®nz to g.0. TO: Building Department FROM: Environmental Environmental Health SUBJECT: Sanitation Clearance by cr- T�)r- CV0 - caner Location AP# Plan ApprovZfTSewage Disposal i� Water Supply: Public Private WellClearance fowelling. Other Hold final for: Final clearance O.K. for: K NOTE: --7V I A/ Enviro'nmerftal He Ith Specia ' t Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER Z lq- %% A.P. # :2 /7 - 00 7 PROPOSED BUILDING USE J DATE 0 e 2 t L RECEIPT # DATE REC. 1. BUILDING PERMIT FEES ( 0 7 7 Balance Due ....................... $ �� b �✓ Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .........$ 2. SCHOOL DISTRICT FEES .a dc4:—Q— (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential ...................... x $360.00 = $ �v/��'✓ (�J Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. , URBAN AREA FEES (paid at Building Division) Residential ................... x = $ # Units Amt. Commercial (sq. ft.) ............ —x—=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available. after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. { 71 IC ( DATE 3-13--03 Pursuant to Government Code Section 66020, you are ereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6100) COPY of Document Recorded AND WHEN RECORDED MAIL TO: 12 -Jun -2003 2003-0038222 BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein. is adjacent to land.or included within, an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including,. but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property. should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: SEF ATTACHED LEGAL DESCRIPTION Date JUNE 4, 2003 Z.A RTY O ERS: IZA G L. IZATT State of California County of BUTTE On 6-3-2003 before me, CHFRi HOVFY, NOTARY PUBLIC personally appeared ** JAY P T ,ATT Nn RFGTNn r T7,ATT ** personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature LAM 10 Seal: CHE6tl fiOVEY Commission# 1327113 o Notary Public - California - A.P. # 066-170-007 Butte County hAy Comm. Expires Od 27, 2005 Preliminary Report Order No. BU -198291-2 VG Description. The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCEL I: LOT 23, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES COUNTRY CLUB ESTATES UNIT NO. 3", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUN'T'Y OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 13, 1971, IN BOOK 38 OF MAPS, AT PAGE(S) 64 THRU 68. EXCEPTING THEREFROM ALL MINERALS, OIL, GAS, ASPHALTUM AND OTHER HYDROCARBON SUBSTANCES, WITH PROVISION THAT ANY AND ALL MINING OPERATIONS SHALL BE DONE FROM ORIFICES OUTSIDE THE. SURFACE AREA OF THE LAND DESCRIBED HEREIN, AND THAT NO DAMAGE SHALL BE DONE TO THE SURFACE OF SAID LAND. APN 066-170-007-000 PARCEL II: A NON-EXCLUSIVE EASEMENT OVER LOTS A, B, C, D, E, F AND G (THE COMMON AREAS) OF SAID PARADISE PINES COUNTRY CLUB ESTATES UNIT NO. 3,. AND THE LOTS DESIGNATED FOR COMMON AND RECREATIONAL AREAS AS DESCRIBED IN THE DECLARATION OF ANNEXATION FOR UNITS IV, VI, VIII, X, XI, XII, XIII, XIV, XV AND COUNTRY CLUB ESTATES UNITS NO. 1, 2 AND 3. BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District vl Building Department No. A.P Nu �ber Jurisdiction: City County Property Owner Property Location/At o t3- O 21? Subdivision r�; - t Lot Nov C, {1........................................................................................................... -2 C _ Residential Development �� € Sq. Footage / No of Living Mobile Home Addition/ 'Supplemental to Cl_ (Group R) ,.. i - . l �..Unite :., .... Installation, Conversion _ Permit # 1 .. i s T €.........'.................. �.........�(No foundation inspection): ; r,. ¢* ;: •� _ . Commercial/Industrial Sq. Footage i New Addition ! (Including Exterior Roofed Areas) L� Date )moor rians reviewea Dy acnooi uistnct rersonneq st(ldIdentification No. , D� { l School District certifies that (Applicant) 377/ treei &��L Address)(Phone Number) (City) has complied with the requirements of Resolution No. representing / . 7 �/)square•feet. School District Representative Ci Paid by Check # Remarks: r (State) (Zip Code) by payment 6f $ • • 3703, 3; &-(J A 6-=-63 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 00/98)dmm May 16, 2003 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Miley and Hertzig Construction P.O. Box 2216 Paradise, CA 95967 Assessor Parcel Number: 066-170-007 Building Permit Number: 03-0719 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: P ease show the location of the skylight on the plans. lease show the HVAC equipment on the plans. If the furnace is in the attic, provide/aa truss detail to accommodate the loads—� r( �4eTRUCTURAL COMMENTS: Please key foundation details A/4, B/4 and the retaining wall detail to the foundation plan. �pecify porch post footing sizes on the plans. 3. Specify connections required at the 8' rear covered porch to resist lateral forces and uplift /f due to wind. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours,,.,,' of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Linda. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. ` da Simpson Philo Hunt, P.E. Plans Examiner Plan Check Engineer cc: Michael Mooney, P.E. 1 of 1 5//? MICHAEL MOONEY SA MADRONE AVE. CIVIL. ENGINEER OROVILLE, CA 95966 RCE 20647 EXPIRES 9-30-05 530-533-2131/FX 534-09.02 Framing 1.5 Job Number 103- 02-49 March 7, 2003 Client Name Izatt/Miley 1.0 10 psf. APN 66-170-007 Analysis CBC 2001 r Dead Loads Live Loads Roof Comp roof 6 psf 30 psf snow '/2" plywood 1.5 16 psf. Trusses 4.0 . Insulat. 1.0 ''/Z" Gyp. Bd. 2.5 15 psf. Wall Hardi plk 3.5 Plywood 1.3 Framing 1.5 '/2" Gyp bd 2.5 Insulat. 1.0 10 psf. Floor Conc. Slab 50.0 Wind Loads P = Ce Cq q I' where Exposure B Ce = 0.62 @ 15 feet Cq = 0.3 in / 0.9 out windward roof 0.67 @ 20 feet 0.7 out leeward roof 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic Loads V=2.5Cal W/I.AR Ca=0.36,I= 1,R=5.5/4.5 Soil Bearing 1500 pounds per square foot Friction = 0.35 Lateral Bearing = 250 psf / ft. 40 psf q = 14.5 psf @ 75mph I=1 Y10 0 Ht F.*-4C'I,IE kO. �-720 671 4772 -KIPI" 05 0 cc— *7- J it .v W ,v .1 .r 'u -z- 1(01 l(01 n '�o GJ � 2 ► �'IJC.. f 2��{ sn,aw oav &t4,6) r7 4K(364-16) f-vo d 4K(/Oig02'W.LC CKLE 3L6OL-r 510 LL MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 GENERAL TIMBER BEAM DESIGN Date: 03/07/03 5,4� , [G �0 GL(Avv� 2 Y F v"-( Page: Pin:Pin 1800000 psi 35.0 pcf 1.15 SPAN DATA Center Span = Left Cantilever = Right Cantilever = UNBRACED LENGTHS Le : Center Span = Le : Left Cant. = Le : Right Cant. = BEAM DATA Timber Section -------- End Fixity Beam Width = 5.125 in Elastic Modulus = Beam Depth = 15.00 in Beam Density = Lamination Thickness = 1.50 in Load Duration Factor. _ Fb - Bending = 2400 psi Beam Wt. is Added to Loads Fv - Shear = 190 psi I End Shear Calc'd at Support Fc - Bearing = .650 psi -0.58 in 159.01 psi ....Dist = 8.00 ft APPLIED LOADS Uniform Load @ Center Span: DL = 216.0 plf LL = 784.0 plf 332 Left SUMMARY - USING 5.125 x 15.000 Beam, Bending = 76.40, ...L/Defl Shear = 72.780 Max. Pos Mom @ 8.00 ft = 32.60 k -ft Shear: Max. @ Left = Max. Neg Mom @ 0.00 ft = .0.00 k -ft ....used for dsgn = Max @ Left = 0.00 k -ft ....Area Req'd = Max @ Right = 0.00 k -ft Max. @ Right = Max. Allow Moment = 42.64 k -ft ...used for dsgn = fb : Max. Actual = 2035.4 psi ..:.Area Req'd = Fb : Allowable = 2662.6 psi fv : Max. Actual = Fv : Allowable = Ck = .811(E/Fb)".5 = 20.71 Cs = (LeD/B"2)".5 = 5.79 Bearing Req'd @ Left = Cv per. UBC 2312.4.5 = 0.96 Bearing Req'd @ Right = Page: Pin:Pin 1800000 psi 35.0 pcf 1.15 SPAN DATA Center Span = Left Cantilever = Right Cantilever = UNBRACED LENGTHS Le : Center Span = Le : Left Cant. = Le : Right Cant. = 16.00 ft 0.00 ft 0.00 ft 2.00 ft 0.00 ft 0.00 ft 8.15 k Reactions... DL Maximum 12.22 k Left = 1.88 k 8.15 k 55.95 int Right = .1.88 k 8.15 k 8.15 k 12.22 k Deflections... 55.95 int Center = -0.13 in -0.58 in 159.01 psi ....Dist = 8.00 ft 8.000 ft 218.5 psi ...L/Deft = 1440 332 Left = 0.00 in 0.000 in 2.45 in ...L/Defl = 0 0 2.45 in Right = 0.00 in 0.000 in ...L/Defl = 0 0 32.60 ramex- 32.60ft-K P 0.00 ft 0.00 Hmin - 0.00 il-k o 0.00 1t 0.15 Ymex - 8.15 kip3 c 0.00 ft Vmin - -0.15 ki Da Y 16.00 ft Y -8.15 Dmex - 0.00 in a 0.00 ft ' Dmin - -0.58-0 0.00 ft 0.00 -0.58 ft 1 1 I 11 1 1 1 0.0 2.6 5.3 8.0 10.7 13.4 16.0 V4.4C1 (c) 1983-96 ENERCALC - MICHAEL MOONEY, KW -0601576 MI'CHAEL MOONEY CIVIL ENGINEER W.� RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE r . OROVILLE, CA. 95966 -� 530-533-2131 -Da 03/01/03 Page: . TIMBER JOIST & RAFTER DESIGN - DESIGN DATA 1 — Timber Section ....Depth in . 11.88 .Width in . 5.25 Le: Unsupp ft . 2.00 Fb- Allow psi : 2900.00 Fv- Allow ppsi : 285.00 Elastic Mod. ksi : 2000.00 Load Duration Factor 1.15 Stress Ratio ->> : 0.93 CENTER SPAN -OK- Span Length ft : 16.00,"' Uniform DL plf : 216.00 LL plf : 784.00 RESULTS Mmax @.Cntr k -in ; 384.00 X -Dist. ft : 8.00 REACTIONS Left: Dead Load # : 1728.00 Live Load # : 6272.00 Right: Dead Load # : 1728.00 Live Load STRESSES # : 6272.00 -OK-1/ Z S Fb.. Allow . psi : 3335.0 Z`��� Fb:. Actual Fv.. Allow psi : psr : 3112.1 327.75 290 Fv.. Actual psi : 169.38 DEFLECTIONS Center... Dead Load in : -0.217 X -Dist ft : 8.00 DL Ratio 883 Live Load in : -0.789 X -Dist ft : 8.00 LL Ratio 243 Total Defl in : -1.006 X -Dist ft : 8.00 Ratio 191 V4.4C1 (c) 1983-96 RNERCALC . I MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 Date: 03/07/03 CANTILEVERED RETAINING WALL DESIGN WALL & FOOTING DATA Retained Height = Wall Ht. above Soil = Toe Width = Heel Width = Total Footing. Width = Footing Thickness = Key Depth = Key Width = Toe to Key Dist. _ SLIDING CHECK - Ft�/Soil Friction = Soil to Neglect = Lateral Pressure = Passive Pressure = Friction = Add'1 Force Required = SUMMARY . Pressure @ Toe = Pressure @ Heel = Allowable Press. _ Ecc. of resultant = Max. Shear @ Toe = Max. Shear @ Heel = Allow. Ftg Shear = Factors of Safety: Overturning = Sliding = Origin of Force... Active Soil Press. _ Soil over Heel = Soil over Toe = Sloped Soil @ Heel = Adjacent Ftg. Load = Surcharge Over Heel = Surcharge over Toe = Axial Load on Wall = Load @ Proj . Wall = Averaged Stem Wts. _ Added Lateral Load = Footing Weight = Key Weight = Vertical Comoonent of Active Pressure = . Totals = Page: 830 # VERTICAL LOADS ' = 0.0 LATERAL LOADS Vert. Position of Ftg. 500 6.00 ft Axial DL on Stem = 180 plf Lateral Load Acting on 989 # 0.33 ft Axial DL on Stem = 280 plf Stem Above Soil = 0.00 psf . 1.50 ft ....Eccentricity = 0.00 in Add'1 Lateral Load = . 0.00 pplf 2.50 ft Surcharge over Toe = 0.0 psf Dist to Load Start = 0.00 ft. 4.00 ft Surcharge over Heel = 50.0 psf Dist to Load End = 0.00 ft 12.00 in Mu -Upward = 1633 1603 t-# Min. As Percent 3.32 12.00 in Note: Heel Surcharge Resists Overturning 2408 ft-# Omit SP Under Heel 9.82 psi 12.00 in SOIL DATA ft-# Toe ADJACENT FOOTING psi One -Way Shear: 1.50 ft Allowable Bearing = 1500 psf Vertical Load = 0.0 # 4.4 psi Active Lateral . = 30.0 pcf Load Eccentricity = 0.00 in 0.35 # 6 @ 36.97 .....Max Press'. = 0.0 pcf Footing Width = 0.00 ft 0.00 in ......Slope Press. = 0.0 pcf Ftg. CL to Wall = 0.00 ft 830 # Backfill Slope = 0.0 :1 Vert. Position of Ftg. 500 # Passive Press. = 250.0 pcf ...Above/Below: [+/-] 989 # Soil Density = 110.0 pcf Spread Footing 0.0 # Soil Ht over Toe = '0.00 in 48.00 in o/c 0.0 48.00 in o/c 0 FOOTING DESIGN 1097.9 psf Soil Press. Mult. Toe Heel 0.0 f'c 454.5 psf By ACI Eq 9-1 = 1567 649sf 1.75 315.0 1500 psf Mu -Upward = 1633 1603 t-# Min. As Percent 3.32 in Mu -Downward = 236 2408 ft-# Omit SP Under Heel 9.82 psi Mu -Design = 1397 -805 ft-# Toe -4.42 psi One -Way Shear: 0 0 0 # 4 @ 16.81 85.00 psi Actual = 9.8 4.4 psi # 5 @ 26.05 Allowable = 85.0 85.0 psi # 6 @ 36.97 3.38 :1 Cover over Rebar = 3.50 2.50 in # 7 @ 48.00 1.79 :1 'd' = 8.50 9.50 in # 8 @ 48.00 Ru = Mu/bd"2 = 21.5 9.9 psi # 9 @ 48.00 SUMMARY OF FORCES & MOMENTS Overturning Moments Resisting Moments - # ft ft-# # ft 0.0 ft ? No ft-# 830.5 = 2500 psi 0 = 40000 psi 0 - 0.0014 1320.0 ? No Heel 0.33 -5.0 15.04 in o/c '0.0 23.31 in o/c 0 33.08 in o/c 0.0: 45.11 in o/c 0.0 48.00 in o/c 0.0 48.00 in o/c 0 ft-# 830.5 2.47 2049.1 0 0 0 0 0 0 1320.0 3.00 3960.0 -15.0 0.33 -5.0 0.0 0.00 '0.0 0 0 0 0.0 0.00 0.0: 0.0 0.00 0.0 0.0 0.00 0.0 0 0 0 100.0 3.00 300.0 0.0 0.00 0.0. 0.0 0.00 0.0 0 0 0 180.0 1.75 315.0 0.0 0.00 0.0 0 0 0 0 0 0 1.75 830.8 0.0 0.00 0.0 .474.8 0 0 0 0 0 0 600.0 2.00 1200.0 0 0 0 150.0 2.00 300.0 0 0 0 0.0 0.00 0.0 815.5 # 2044.1 ft-# 2824.7 # 6905.8 ft-# Resisting Totals Used For Soil Pressure (Vert. Component of Active Pressure Removed) .. V4.4C1 (c) 1983-96 ENERCALC 2824.7 # 6905.8 ft-# (continued on next page....) MICHAEL MOONEY, KW- MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 / 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 Date: 03/0/03 .CANTILEVERED RETAINING WALL DESIGN (.....continued) STEM SMY Top Stem: From 5.00 ft to Top of Wall 6.00in Concrete w/ # 5 @ 18.00in, d= 3.00in f'c= 2500.Opsi, Fy= 40000.Opsi Wall Wt.= 75.00pst, Bar Embed= 12.Oin Mu = 19.1 <= Mn = 1759.2ft-# Vu = 0.84 <= Vn = 85.00psi Interaction Value = 0.011 Second Stem From : 4.00ft to 5.00ft 6.00in Concrete w/ # 5 @ 18.00in, d= 3.00in f'c= 2500.0psi, Fy= 40000.Opsi Wall Wt.= 75.00psf, Bar Embed= 12.Oin Mu = 110.3 <= Mn = 1759.2ft-# Vu = 3.20 <= Vn = 85.00psi Interaction Value = 0.063 Third Stem From 2.00ft to 4.00ft 6.00in Concrete w/ # 5 @ 18.00in, d= 3.00in f'c= 2500.Opsi, 40000.Opsi Wall Wt.= 75.00ps , Py= Bar Embed= 12.Oin Mu = 713.1 <= Mn = 1759.2ft-# Vu = 12.16 <= Vn = 85.00psi Interaction Value = 0.405 Fourth Stem From 1.00ft to. 2.00ft 6.00in Concrete w/ # 5 @ 12.00in, d= 3.00in . f'c= 2500.0psi,= 40000.Opsi Wall Wt.= 75.00ps , Bar Embed= 12.Oin Mu = 1326.7 <= Mn = 2563.2ft-# Vu = 18.77 <= Vn = 85.00psi , Interaction Value = 0.518 Bottom Stem From O.00ft to 1.00ft 6.00in Concrete w/ # 5 @ 12.00in, .d= 3.00in f' c= 2500.Opsi, FFyy= 40000.Opsi Wall Wt.= 75.00psf, Bar Embed= 9.Oin Mu = 2216.5 <= Mn = 2563.2ft-# Vu = 26.80 <= Vn = 85.00psi Interaction Value = 0.865 6" CONC. A so 18" Vert 4b CL -5 0 18 " Horiz 6" CONC. R 5 <a 18" Vert c i°5��'1F-"HOr12 HEEL (tap) : So. " o.c. TOE (Dot) : T 50 " O.C. 4 HORI_. AS SHOWN Page: 3" V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER f` RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 Date: 03/07/03 Page: CANTILEVERED RETAINING WALL DESIGN WALL & FOOTING DATA Retained Height = Wall Ht. above Soil = Toe Width = Heel Width = Total Footing Width = Footing Thickness = Key Depth = Key Width = Toe to Key Dist. _ SLIDING CHECK - Ftg/Soil Friction = Soil to Neglect = Lateral Pressure = Passive Pressure = Friction = Add'1 Force Required = SUMMARY Pressure @ Toe = Pressure @ Heel = Allowable Press. _ Ecc. of resultant = Max. Shear @ Toe = Max. Shear @ Heel = Allow. Ftg. Shear = Factors of Safety: Overturning = Sliding Origin of Force... Active Soil Press. _ Soil over Heel = Soil over Toe = Sloped Soil @ Heel = Adjacent Ftg. Load = Surcharge Over Heel = Surcharge over Toe = Axial Load on Wall = Load @ Proj . Wall = Averaged Stem Wts. _ Added Lateral Load = Footing Weight = Key Weight = Vertical Component of Active Pressure = 6.00 ft 0.33 ft 1.50 ft 2.50 ft 4.00 ft 12.00 in 12.00 in 12.00 in 1.50 ft 0.35 0.00 in 830 500 # 1053 # 0.0 VERTICAL LOADS psf Soil Press. Mult. LATERAL LOADS 528.7 psf Axial DL on Stem = 365 plf Lateral Load Acting on Mu -Upward = 1905 Axial DL on Stem = 570 plf Stem Above Soil = 0.00 psf ....Eccentricity = 0.00 in Add11 Lateral Load = 0.00 pplf Surcharge over Toe = 0.0 psf Dist to Load Start = 0.00 ft Surcharge over Heel = 50.0 psf Dist to Load End = 0.00 ft Note: Heel Surcharge Resists Overturning SOIL DATA ADJACENT FOOTING Allowable Bearing = 1500 psf Vertical Load , _ Active Lateral = 30.0 pcf Load Eccentricity = .....Max Press. = 0.0 pcf Footing Width = ..Slope Press. = 0.0 pcf Ftg. CL to Wall = Backfill Slope = 0.0 :1 Vert. Position of Ftg. Passive Press. = 250.0 pcf ...Above/Below: (+/-j Soil Density = 110.0 pcf Spread Footing Soil Ht over Toe = 0.00 in 1261.1 psf Soil Press. Mult. Toe 528.7 psf By ACI Eq 9-1 = 1826 1500 psf Mu -Upward = 1905 3.27 in Mu -Downward = 236 11.73 psi Mu -Design = 1669 -2.95 psi One -Way Shear: 0.0 85.00 psi Actual = 11.7 0.00 0.0 Allowable = 85.0 3.54 :1 Cover over Rebar = 3.50 1.87:1 0.00 'd' = 8.50 0.00 0.0 Ru = Mu/bd"2 = 25.7 0 365.0 SUNNY OF FORCES & MOMENTS 0.0 Overturning Moments 0.0 # 0 ft ft-# FOOTING DESIGN Heel PC 165sf 1884 t-# Min. As Percent 2408 ft-# Omit SP Under Heel -524 ft-# Toe # 4 @ 16.81 3.0 psi # 5 @ 26.05 85.0 psi # 6 @ 36.97 2.50 in # 7 @ 48.00 9.50 in # 8 @ 48.00 6.4 psi # 9 @ 48.00 Heel - 15.04 in o/c 23.31 in o/c 33.08 in o/c 45.11 in o/c 48.00 in o/c 48.00 in o/c Resisting Moments # ft ft-# 830.5 2.47 2049.1 0 0 0 0 0 0 1320.0 3.00 3960.0 -15.0 0.33 -5.0 0.0 0.00 0.0 0 0 0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0 0 0 100.0 3.00 300.0 0.0 0.00 0.0 0.0 0.00 0.0 0 0 0 365.0 1.75 638.8 0.0 0.00 0.0 0 0 0 0 0 0 474.8 1.75 830.8 0.0 0.00 0.0 0 0 0 0 0 0 600.0 2.00 1200.0 0 0 0 150.0 2.00 300:0 0 0 0 0.0 0.00 0.0 Totals 815.5 # 2044.1 ft-# 3009.7 # Resisting Totals Used For Soil Pressure 3009.7 # (Vert. Component of Active Pressure Removed) 0.0 # 0..00 in 0.00 ft 0.00 ft 0.0 ft No 2500 psi 40000 psi 0.0014 No 7229.6 ft-# 7229.6 ft-# (continued on next page.... ) V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE / OROVILLE, CA. 95966 530-533-2131 Date: 03/07/03 CANTILEVERED RETAINING WALL DESIG Page: q, (.....continued) STEM SUMMARY Top Stem: From 5.00 ft to Top of Wall 6.00in Concrete w/ # 5 @ 18.00inJ d= 3.00in # 6.. CONC. 5 l 16"Vert �sCL f'c= 2500.Opsi, Fy= 40000.Opsi As a 18 " Hori z ! ; Wall Wt.= 75.00psf, Bar Embed= 12.Oin Mu = 19.1 <= Mn = 1759.2ft-# �e r Vu = 0.84 <= Vn = 85.00psi M ; 6" CONC.fes~ . . . r ♦ � Interaction Value = 0.011 Veri�l�,r ! ♦ ^' ,� u ' -s � t 1� " H„r1z G Second Stem From 4.00ft to 5.00ft 9 n' r♦rJr'.r 6.00in Concrete w/ # 5 @ 18.00in, d= 3.00in ! 1 f' c= 2500.Opsi, Fy= 40000.Opsi f Wall Wt.= 75.00ps , Bar Embed= 12.Oin ♦!N MU = 110.3 <= Mn = 1159.2ft-# HEEL (top}: a v P O.C. II Vu = 3.20 <= Vn = 85.00psi IM Interaction Value = 0.063 TOE (bot) : s ox. a Third Stem From 2.00ft to 4.00ft +a 4HORIZ. A5 SHOWN r 6.00in Concrete w/ # 5 @ 18.00in, d= 3.00in f'c= 2500.Opsi, Fy= 40000.Opsi Wall Wt.= 75.00psff, Bar. Embed= 12.Oin Mu = 713.1 <= Mn = 1759.2ft-# Vu = 12.16 <= Vn = 85.00psi Interaction Value = 0.405 1 9 r ♦r ♦r Fourth Stem From 1.00ft to 2.00ft ♦ r♦ r♦ r 6.00in Concrete w/ # 5 @ 12:OOin, d= 3.00in L' f'c= 2500.Opsi, = 40000.Opsi ° i. Wall Wt.= 75.00ps , Bar Embed= 12.Oin Mu = 1326.7 <= Mn = 2563.2ft-# Vu = 18.11 <= Vn = 85.00psi Interaction Value = 0.518 Bottom Stw Tiom O.00ft to 1.00ft 6.0%n bo=ete w/ # 5 @ 12.00in, d= 3.00in f'c= 2500.0 91, Fy= 40000.Opsi. Wall Wt.= 1 .00psf, Bar Embed= 9.Oin Mu = 2216.5 <= Mn = 2563.2ft-# Vu = 26.80 <= Vn = 85.00psi Interaction Value = 0.865 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 COMPACT BACKFILL #5 DOWELS AT 12"OC, CENTERED IN WALL 27L 19" . PROVIDE DRAINAGE TO DAYLIGHT 2" CLR #4's AT 15' cc. (4) #4's CONT. VERT STEEL #5's AT 18"cc. HORIZ. ' S TEEL #5's AT 15 "OC MAX. f'c = 2500 PSI AT 28 DAYS GRADE 40 REBAR MINIMUM 12 MINIMUM REBAR LAP — REBAR CENTERED IN WALL 18_ UNDISTURBED GROUND N_ 3" CLR. 12" 18 48" MICHAEL MOONEY 5A MADRONE AVE. CIVIL ENGINEER. OROVILLE, CA 95966 RCE 20647 EXPIRES 9-30-05 530-533-2131/FX 534-0902 Job Number 103-02-49 Client Name Izatt/Miley APN 66-170-007 Analysis CBC 2001 Dead Loads Roof Comp roof 6 psf ''/z" plywood. 1.5 Trusses 4.0 Insulat. 1.0 ''/2" Gyp. Bd. 2.5 Wall Hardi plk 3.5 Plywood 1.3 Framing 1.5 %2" Gyp bd 2.5 Insulat. 1.0 Floor Conc. Slab 50.0 15 psf.. 10 psf. March 7, 2003 Live Loads 30 psf snow 16 psf. 40 psf Wind Loads P=CeCggIwhere Ekposure B Ce = 0.62 @ 15 feet Cg = 0.3 in / 0.9 out windward roof q = 14.5 psf @ 75mph 0.67 @ 20*feet 0.7 out leeward roof I = 1 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic Loads V=2.5CaIW/1.4R Ca=0.36,I=1,R=5.5/4.5 " Soil Bearing 1500 pounds per square foot Friction = 0.35 Lateral Bearing = 250 psf / ft. t= i e- 25 r AE FSO.�O 6? -17 47--.2 5 'CIC -7 07:00,Pll F7 FR:q'� rE�D-H' Lts(s sv ................. 1A- cfF��� VJ tWoWA�o 0,7Z -)(o .5 N,SK K 5,vcrz f 3xS x 3�c�/z-� � xy2 4- zpcl> � 02L8 6.-72. 6 I"VS t k 61.7 R0•56 V HS j l C "7K 17/2 6.-(.'1kC,.x/- 14S x x tX(l> = 6.c�Z 0.G -z � C-), -s 4- 1Lt,5k ( x 3.S A 4Z2 2Ct w2 '�o K g'IC (- + 3Z x l 5.-/- Zq + 2d -DC 1.5b( lq + 4— x� x cv l -7K57\' c0 V, o'Od nwn-3.44' -►ittioLS 1 1 u -G 1 M cs6cf �cit wrV7 o21n� G1e_QQ rl2 . Qo Sc (� oua �, o K . zo/z-) �� T— Fs,Co.�7f-Z/(��x o.�2i 2 I�� t�l� �1��� c��,o� MICHAEL MOONEY 5A MADRONE AVE. CIVIL ENGINEER OROVILLE, CA 95966 RCE 20647 EXPIRES 9-30-05 530-533-2131/FX 534-0902 County of Butte March 7, 2003 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 Re: Manufactured Trusses Izatt 066-170-007 I have reviewed the trusses and find them adequate. This review included checking that the loading on the trusses met minimum UBC requirements and that the trusses spanned the required lengths, that the required bearing area was supplied, that the loads from the trusses were adequately transmitted to the foundations, and that the trusses could accommodate the required drag loads Thank you for your patience and consideration. Yours, ti Michael Mooney My license expires 9-30-05 ,L < P,Uc?"vny Imo) -57e �vP, L�c� mss;' Fc�TnuGS �s�'L bR� = 150' Psi 3�3i)+ z' r v pME A��! s� NO 60924 \C1VIL /�`i 0 /uTr\ o 0 RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEXAND n_ _d MISCELL4NEOUS0,NLY =: Owner. � � A" Building Permit Number: 9 0-671 Plans Examiner: ,t,;/zdcu 51.tn)o.,on A. P. Number: �,� --I-ZO --00 G E.NE RkL: oning requirements - (number of permitted living units). _ Plans signed by the designer. Proper description of work on the application. VBuil,usting violations on the property. ding ecorded notice of violation. permit valuation. PLOT PL .N: Complete parcel size and dimensions. Setbacks. side yard, easements, etc. Other buildings or structures. Grading, fills and/or drainage. �. Flood hazard. Special conditions on Parcel Map: Noise Q SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal Aid Route and/or Federal Aid Secondary Route setback requirement Building or utilities across lot lines (Lot merger approval by Butte County Land Development) LOOR PLA.N: Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). „ 10% of.nardral light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet The miniimtm net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When %%indo%%s are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the flcor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glaring in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ailing height of not less than 7 feet 6 inches except as otherwise permitted in this `s section. Kitchens. halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 &et measured to the lowest croiection from the ceiling (Undotm Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less chart 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths. ;gage, kitchen. wet bar, and exterior receptacles (NEC 210). Water heaters %%hich depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening bite a bath r bedroom (Uniform Plumbing Code section 509.0). Fuel burning equipment shall not be installedn a closet,bathroom ior a room readily usable as a bedroom. or in a room. compartment or alcove opening directly into any of these (Uniform Mechanical Code sea30g.3). 40 r Garage lirc%vall separation - required on garage side including supporting walls and posts (Un onn.l nildng Code section 302.4 exception #3). Under no circumstances shall a private garage have any opening into a room used for sleeping purposes _ (Lnifot-n Building Code section 312.0. Wood stove location - Alcove - UMC section 203 confined space & 223 unconfined space & 304.2). Smok.- detectors (Uniform Building Code section 310.9.1). Pagel of 2 Water close, clearances (Uniform Plumbing Code 408.5). W- .ShORtir compartment minimum 1024 sq. in 8 30" circle (Uniform Plumbing Code 412.7). moi -Bearing walls shall be supported on masonr)* or concrete -foundations that shall be of sufficient size to support av Ioads (Uniform Building Code section 1806.3). UCTURAL DETAILS: Beed wall panels shall start at not more than 8 feet from each end of a. braced wall line. Braced %►'all panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. A.California licensed architect or registered engineer must prepare a lateral analysis for the area of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Clerestory requiring balloon framing and/or engineering. (Uniform Building Code Table 18 -I -C7. 4 Foundation plans complete enough to construct building FI ttstruction details complete enough to construct building. oor ce Elevations and Wall construction details complete enough to construct building. Roof construction details complete enough to construct building. lace construction details and calculations if necessary. 1 Garage door header size(s): '51 JI orch header size(s). ` . Typical header size(s). tud heights. High expansive soil — special foundation design required. g malls requiring design. Cjypsum wallboard nailing inspection required. If the area below the lowest floor is fully enclosed, than a minimum► of two openings are required with a total act area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively. certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on e.\terior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement Construction design requirements must be shown on the building plans. Electric. heating, ventilation, plumbing and air conditioning equipment and other senice facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. M SCELLATTOUS ITEMS: r Stairway details— landings, rise and rem head clearance, handrails (Uniform Building Code section 1003). •�' Guardrails (Uniform Building Code section 509). a" Bride or stone veneer (Uniform Building Code section 1403). —4-- Exterior plaster — weep screeds (Uniform Building Code section 2506.5). I— Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). Foam insulation — protection. 36" balls and smimays (Uniform Building Code section 1004.3.3.2). meg! Tuv exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 4-6' Attic access and ventilation (Uniform Building Code section 1505). -41- Sound requirements. W. Energy, design compliance and supporting documentation. jkl*p CDF responsible area requirements. BUILDING PERMIT REQUIRENTENTS: 1. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire SprinlJers require& 4. ❑ Special Inspection requirements. S. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing lener. Pace -- of = In order to expedite the review of YLA•N REVIEW RESPONSE FORM Your pian; please oompiaa tho fbUowbv Information sad raturn ,his form is not oomplet� as to aU correction I ' � inr� �espoase to every item �R we wM not be able to aooept your ro-submittal I� �,�th y ft mQu%ted in our plea oort�ec don bttec 'By °thea* L not ooasldered a valid response to each item sad the Ioatioa where the iaftnadon Can be found on lira pWWcalco. ATTACH THIS t�tORM TO A COPY OR YOUR PM REv IEW LETTER AND RE7VRN WITH REVISEp � DWNER3 NAME M� _ . .. _. _ .. ... _ .. _ .... _. ...... DATE: . ,. . • • �l ASSESS R3 PARCEL NUMBER S 3 PERMIT NUMBER -1,10- ob TTER DATED: t3-0 ♦/� • TO LARRY PAINTER RETURN TO au00 EH SITE PLAN REVIEW APPLICATION Date: �I l ©/��, AP# 060 Co J 1)0 ` VO? P-4 IV --h— ('f 1' bl ermi ica APPLICANT INFORMATION Parcel Size: ' ft�s"Address: Telephone No.: Situs Address: Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition O her Septic' Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary):_ ❑ Single Family Remodel BUTTE COUNTY FEB 1 3 2003 DEVELOPMENT SERVICES ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) LN Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved • By Date Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: "Z� "" • ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) in SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) o Flood Zone: e Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific. Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance _—--- ----- —--------- 7 ------ ------------------- --------- ---------------- ---- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement • Zoning: R Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. • Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front 5 D 14 - Side Side Street Rear l Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. • Page 2 of 5 'i L� Ll • Applicable Development Fees: Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other -------------------------------------- Sulbdivision Map Special Fees ❑ Water Tender ❑ Road. Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By n .Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 Subdivision Map/Parcel Map: GLV r_-;� Map Date of Recording: 10-'13 --11 Lot: 2-3 ❑ Use Permit/Minor Use Permit Permit Number: Book: 3 Page:6'I ,(.8 0 Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control Man for building and land disturbance. The Erosion Control PIP must be prepared by a registered civil engineer or other qualified professional and submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa Page 4of5 0 ❑ Summary of Specific Requirements: r This information provided in this summary is based on the application information and on the best available data at the time of review. CALarrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 ON),, Now. o, 06. was, MR i. i I .'i1�dR'!;R 1' +��A.rpi'CL" �Iliaaa. jl.''►YN.`i#i� rRA.•llOif.MA� 1. 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