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HomeMy WebLinkAbout069-220-036Twiman B. Johnson z 236 tpache Cir., lost 216, KR 3 , Orov:U Permit #77P,E(ut;V.,MH) ELEC . /1/W;'7 GAS 44122 SUPP RT IMUCTURE REQ. �A COMPACTION TEST REQ. 4w l Contr: Carneros Mobile'Trans, Napa Permit ##6256-77MHI;4�//i2��_/>� Issued - w/ 17-22 -36 contr: Holmes Mobile'Home Serv.,Bangor Permit #549-78 (pewaovdecks &, carport/MH) 069-220-036 `,PERMIT#96-1997 `- -HAYES, Bob �j Q '?/�'t� '/ 236 -Apache Circle„ Orovi e .. Cont: Stabilizer,Sistems Inc.. Ex MH on Perm Fnd -_-RESIDEMMAL 069-220-036 PERMIT#96-1997 HAYES, Bob i. 236 Apache Circle, Oroville Cont: Stabilizer Systems Inc. ExMH onPermFnd i THE HCD FORM 433A FOR THIS MH CANNOT BE RECORDED UNTIL ONE OF. THE FOLLOWING HAVE BEEN TURNED IN TO THE BLDG DIV: (1) LICENSE PLATE (S) INSPECTOR MUST L00 2 LICENSE DECAL FOR LIC & RETRE i JOB FINALE Signature �,� ,�..:E7�C:r- V=OK ,. O=Not OK•Not ' •=NotRedypalble MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location Test-Fall-C/O-Concrete 4. Water, Location-Test-Easement Needed (Sketch) 5. Electricity; Location-Clearanoes-Gmd-/ /Amp-Concrete 6. Gas; Location-Test-Wrap; / / Vft. / /Nat. or/ tL"ft./ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance 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 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-ConnectorsSteel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rfas.-Connectors Shthg: Rfg: Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 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 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/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/3 Circulating Equip. -Pool LBhtg. Boxes-Enclosures-Panelboards-Ins, to Main in Conduit 9. Health Department Approval ; 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 = OK O = Not No OK RESIDENTIAL ,(Single & Duplex) - = Not Applicahle Not Ready Date UNDERFLOOR (Plans) OK except #'s Date 1. Zoning-Setbacks-Easments-FloodSlope 2. Ftg., Main; Soils-Elec. Gmd.-/ /" Ftg. Depth 3. Fig. Garage; Soils-Steel-Elec. Gmd/ /" Ftg. Depth 4. Fig. Porches & Decks; SoilsSteel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts4Nrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6a. Hold Downs and Special Anchors Garage Fire Protection Framing 7. Slab, Steel -Wrapped Property Line Firewall & Openings 8. Piers -Fireplace Ftg.-Steel 53. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 54. 10. UP Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchors -Regulator -Service Test Siding -Nailing Veneer 12. Electric Underground Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 13. Plenums & Ducts; Clearance -Material -Support -Ins. 58. 14. Girders -Sills -Anchor Bolts-Joists-VentsCrippies 59. Shear Walls; Nailing -Bolts 15. Access & Ventilation Brace Wall Panels 16. Insulation Insulation -Walls -Ceilings 62. Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card E-1 Date Date PLUMBING (Permit) OK except #'s Card B-1 Date Card B-1 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 63. 19. D.W.V.; Test Fittings & Anchor -Nail Protection 64. 20. Shower Pan; Test, First Floor -Tub Access 65. 21. Test Tub & Shower, Second Floor -Tub Access 66. 22. Gas Pipe; Sixe & Anchors 67. G.F.I. & Bath Fixtures & Tub Access -Spa Date Elec. Trim & Subpanel, Breaker Sizes & Labels Card B-1 Date Card B-1 Date Stairs & Rails Card B-1 Date Card B-1 Date Fireplace or Stove, Clearance -Hearth ELECTRICAL (Permit) OK except #'s 71. 23. Fixture & Transformer Clearance -Ins. Protection 72. 24. Elec. Receptacles Spacing -Lights & Switches at Doors 73. 25. Size Boxes & No. of Conductors Stapled 74. 26. Romex Installed Close to Edge of Studs & C.J. 75. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 76. 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 77. 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 78. 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral 0 Yes 0 No 79. 31. Service -Riser Conductors & Ground -Main Disconect 80. 32. Equip. Clearances Panels -Motors -Meth. Epuip. 81. 33. Clothes Closet Light -Shower Light -Spa Light 82. 34. Smoke Detector 83. Stucco Brown -Finish Date A.C. Unit Disconnect, Electrical -Plumbing Card B-1 Date Card B-1 Date Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Card B-1 Date Card B-1 Date Water Well, Disconnect, Electrical, Plumbing MECHANICAL (Permit) OK except #'s 87. 35. A.C. Ducts Insulation & Support 88. 36. Vent Fan, Exhaust above insulation 89. 37. Condensate Drain & Overflow, Size & Grade 90. 38. Furnance-Vent Access -Comb. Air -Return Air Vent 115 outlet 91. 39. Attic Access & Platform if Furnace in Attic 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 FRAMING (Plans) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purtin-roff Brac.-TrussShting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop4ns. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One SCheck Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls- Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor -Ducts -Meth. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meeh. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date 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 -DEPARTMENT ORDEVE[OPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, Cakfornia 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT 46 -1297 ASSESSOR PARCEL NUMBER 69-22-036 ZONING RT1 BUILDING PERMIT OWNER BOB HAYES T JJWE 8517 SQ. FT. OCC. BUILDING VALUATION 1440 82,080.00 OWNERS MAILING ADDRESS 236 APACHE CIR OROVILLE, 95966 CONTRACTOR'S NAME STABILIZER SYSTE114S , INC . 909 / yy "3414 CONTRACTORS MAILING ADDRESS PO BOX 1506 LOMA LINDA, 92354 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 82,080.00 Fling Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 281.50 ARCHITECT OR ENGINEER SENING LICENSE NO. Plan Checking Fee $ 182.97 Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDING ADDRESS 236 PERMITFEE $ 484.47 ATRACNIE p 66 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar or heat pump Water heater 23.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome & Other SPECIFY Water piping 15.00 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other IN Describe Work: ISNTALL PERMANENT FOUNDATION FOR EXISTING MOBILE 24 X 60 Mobile Home I S I GI W 1 920.00 PERMITFEE $ 50.00 Contractor ELECTRICAL PERMIT Filing Fee 20:00 Main Service 000V OR LESS ( 200A OR LESS ) 23.0023.00 Main Service ( 200A TO 1000A ) 46.00 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 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. IBS 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 NEW CONST. DWELLING OCCUR OR ( 8 ACC. ) SO. 3.S¢ FT. CNS. NEW CONST. MULTI.OUTLETLE T NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( POSINGWER APPARATUS ) 8 LE OUTLET CIA. Ex. Occup. (OUTLET OR FIXTURES ) 20 Q 1.00 BAL .00 EX. Occup. (OUTLETS PPUNS OR 5.00 ETS Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ 43,00 Contractor 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 Filing 9 Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor 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.) Id 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 wit those provisions. X _ Date �� Sign lure of A can - Ow Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee Is OCC CONST. TYPE TOTAL FEE $ 577.47 HAZ. EES IMP FLOOD — CDF '— PARCEL PD HD _ — 5S 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. 9� By ) to / PERMITEXPIRESON (D e) Receipt No. 202575 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ��rx:�•'fp%S'�'��,e4i".'�,-.t-:i�yRRea?'�';�.�,"r.�gy7�'i7M��`«�te0-'�%+'�iid.�� .''�(`f'�•q`Sl,'%C.�::�s�f...r'Si+'��'}�sy{T�tY�x7.!' �.' ::.:[T�`Y'+:,. �.f ,� r tQ V } COUNTY OF BUTTE - DEPARTMENT !,PMENT SERVICES -BUILDING DIVISION 7COUNTYCENTER DRIVE - OROVILLECALIFORNIA95965 - TELEPHONE (916) 538-7541 1 PERMIT APPLICATION DATA SHEET OWNER Bo" t�a S �� A. �t No. - �"�" - G 3 6 Proposed Building Use M #oK.�• �X� S�r�� Building Inspector `__� Date At time'of permit application, I was advised the following data must be,submittedyprior to permit processing and/or issuance: r i, DATE RECEIVED BY r / 1. All items tie been submitted. ........ . .... . -� 2. Plot plansLW4 sets, signed by preparer of plans. ...................... `� 6 112,4 3. Complete plans,. 3/4 sets,dyed by preparer of plans. . 4. Engineered i and calc&,-3/4 sets, with wet signature on plans. .. -�- 5. Hazardous Material Form . ........... ................................... 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check), .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. .. 10. Fees of $......................................... 11. Impact fees as shown on attached schedule . .............................. ` 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 .y"ear flood) by California Engineer. .................. 14. Sanitation and plot plan approval Health Department. 15. City of Chico plumbing permit.............................�........ . 16: Plot plan and business license approval from City of Biggs/Gridley. .... ......... . 17. Planning approval,for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). . . P`,;-! APs '°" `�q°� 20. Pre -inspection for required. . . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmaris Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner _). .......... . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. . 27. Letter of intent on building use . ...................................... s . . 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... ., 31. Existing violations/expired permits . .............. ..................... . 32. PI ch ck lis - 33. r .... 34. 9 rrs W,h� you issue th qi pr�cess as follows: a' o owner, Mail to contractor. !!�� Telephonet�3 / and hold for pickup at ��D t� office. Deliver with inspector. Other Parcel Creation A Acreage Applicant N Date �' S Copy of Haz-Mat form sent' Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must befsubmitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. / 2. Additional items required). Contractor, designer, owner, was advised of above required data by _ phone _ mailer Counter by _ Date Contractor, designer; owner, was advised of above required data by _ phone _,mail Counter by _ Date Plans checked by I, Date Plans approved by a, Date 4,2 Sets of plans on hold,in File cabinet AP folder Copy - Department of Public Works s RECORDING REQUESTED BY: 1 AND WHEN RECORDED MAIL TO: COUNTY OF BUTTE NAME BUILDING DIVISION STREET DEVELOPMENT SERVICES DEPT ADDRESS #7 COUNTY CENTER DRIVE CITY OROVILLE CA 95965-3397 STATE and ZIP 96-034584, 7 6 -034584 I Rec Fee .00 `i—, TotgI .00 Recordec� I Official ,Records I Cg.kmty 'of I Butte I Candace J. Grubbs 1 t Recorder I 1:06pm 17 -Sep -96 I COMS XX 1 SPACE ABOVE THIS UNE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM . Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to. its contents to all persons thereafter dealing with the real property. TWIMAN & MILDRED JOHNSON REAL PROPERTY OWNER/LESSOR PO BOX 74 MAILING ADDRESS MONTOGOMERY CREEK, CA. 96065 CITY COUNTY STATE ZIP 236 APACHE CIRCLE INSTALLATION MAILING ADDRESS, IF DIFFERENT ' OROVILLE, BUTTE, CA 95966 CITY COUNTY STATE ZIP SAME UNIT OWNER (If also property owner, write "SAME'l MAILING ADDRESS CITY COUNTY UNIT DESCRIPTION MOUNTAIN VALLEY HOMES STATE ZIP BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE, BUTTE, CA 95965 CITY COUNTY STATE ZIP 96-1997 (916)538-7541 TELEPHONE NUMBER WW7;4�p� 9/16/96 SIGNATURE OF LOCAL AGEN OFFICIAL DATE NONE DEALER NAME (If not a dealer sole, write "NONE'l DEALER LICENSE NO. 1977 2BDR LPK MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER 2465A/B 24 X 60 CAL030815/CAL030816 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER 069-220-036 101 716'_ AS SHOWN -ON THAT CERTAIN MAP ENTITLED, UELLY RIDGE ESTATES 1IN11 No " WHICH MAP WAS FILED IN THE OFFICE OF THE REOCRDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, JULY 26, 1974 IN BOOK 43 OF MAPS, AT PAGES 44, 45, 46, 47, AND 48. gENT Of y0G$ CI � �, HCD FORM 433(A) Rev. 8/91 a WHITE—County Recorder CANARY—MCD PINK—Applicant GOLDENR00—Building Dept. BUILDING PERMIT NUMBER: 96-1997 Address or location of unit: 236 APACHE CIRCLE, OROVILLE, CA 95966 Legal Description of Real Property: LOT 216, AS SHOWN ON THAT CFRTATN MAP FNTTTT,FT), "KFT.T.Y RTnGF FSTATFS TTNTT NO. 3" WHICH MAP WAS FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, JULY 26, 1974 IN BOOK 43 OF MAPS, AT PAGES [X]Mobilehome/Manufactured Home [ ]Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: TWIMAN & MILDRED JOHNSON Owner's address: PO BOX 74, MONTGOMERY CREEK, CA 96065 INSIGNIA OF HUD NUMBER: CAL 030815/CAL 030816 SERIAL NUMBER OR V.I.N. 2465A/B MANUFACTURER'S NAME: MOUNTAIN VALLEY HOMES YEAR: 1977 OFFICIAL APPROVING INSTALLATION: DATE: 9/16/96 PHONE: (916) 538-7541 H.C.D. 513C 1 .. 1 BOB J. HAYES 90-2267859 I I 4638 ;4 CAROLYN M. HAYES 1211 8590869114 I 5823 AUTREY LN. 534-8517 OROVILLE, CA 95966 -' OCTEER AY TO THE OER OF OF i �•�. ,[. � !' moi. -L �� � GSL � • -,. ° 1J.8. BANK 1 800 872 2657 +,�►.:r *+•-.,,; 1 -8011 -US BANKS U.SS..'BANK OFCALIFORNIA yy) cz'I,L�-C..'C. %l•1;rt L.����. ti.�_ 12 11 2 26 76�: 8 59 0869 1 141I' 46 3 ` IKII'— n.n "cm--esrssi or _ n o --41ft llas�eoa ru► w •••• Nr. L Itre. T�Ldwav A. Je•hacon 2210 47th Avenue Osklarld. California %601 «... L Tkk Order Ho _ Exro. No___.._. .rear acne aa, above --a Y...r —11 Jf WFICIAL "Can!.! f01.t P1 r,r . CU. ., CotNTY mu r.+� k1 13 it "III? �dp1r REC:�: Y PEE CPACet Asovt r.r+o Una 10.1 11at:aaoRletl Spelt Uorortemarr treader MR E....i�.1�i............... . lk-M-OPOWA to loll ♦ala* of rroprti, raertre0. O GMPAld b fell relw to" Thea WA aereraborm A rorrNalat tbrrwa al ume !f Sala J I VM- t)at11fT>< . TSTIZ . CLSiaAiX. AA __�`` `� 3naibibnai 30int menanep 39teb r.eaTe" TrTsa to" Sao. las MR VALUE REr-ElVM. LuReas C. Cray mad Lthol lice Ana Cray. haapsad slid Wife GRANT._ ---w 'Moan B. Johnacro and Mildred a. Jo!lnaon, hua!yaad ftA Wife ar JOINT izNAM$ ag thst real property nisau m the unincorporated area of the , Cowsty01 Butte . Stat! tf CalHoeda desrs�Q as iosma+o: Lot 21f. as shown on that certain rap entitled. ',KELLY &T11CL ESTATRS 6f'm 130. so. which map was tiled .to the office of the Recorder of tho County of butte, State of California. July 26. 1974 In Rook 43 of Maps. at passe 44. 45. 46. 47 sad 43. SubJeet to all easements. rishtu of way and rostrictlooa of record. rra.-Sacc,-, ty ��/•�--..L ,Y Tom.,,..,.,_, Deted_� terber 30.. 19 77 - �— — Ilk,1 —Etf.ne C. Cray_ -- Ethel ?tae Arse Cray CO, ws* Ckt. •wl�.w� w.o.•_-Zl'ft'a �STaTLf« ••n. ^r ..•w.►�..� • Nvrr hook r ry i Y M N ►.M..hr w...........I.A..� Y O., �.�•+ VY.+ r I .�..w .N.M. -,Y w1 b- ... e.A. � ..•v... �.....� ...o W T,.v ,.....y. � _ .. � art da Gass t,T_ . _ —. �_ Jtl oft STAMP 1 ; ••. v+..�.. Zvgrnt s` and_Lthel Mme A=.Orr ..�...A• •.r.. Y ti. Y M 0.. ,....ils __ ...Y .o.. w ..I �./.. w.......d N .... w_. LWrene_ C. r:re and Lthel `tie Ana CrV NAkE Y A. MILLER /Sar 4 .t'^J S'... ~GfARr I.uMIC CAL+FOpaom oft 1 1 t lft Lr � w �. C.....+.e.- Mt 1. f lee F�j 4� MAR -06-1996 14:25 G �3 916 224 4817 P.02i02 I/1 STATE OF CALIFORNIA DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT TITLE SEARCH — REQUESTED ON 03-06-96 AT 13:48 BY CDRED02 DECAL: SH8889 MANUF: UNKNOWN TRADENAM: MTHME MODEL: UNKNOWN MANUFACTURED ON: 00-00-77 FIRST SOLD ON: 12-27-77 RATING YR: 78 ORIGINAL PRICE CLASS: ACQ REG EXPIRATION DATE: 12-31-96 ILT EXEMPTION: NONE USE: UNKNOWN TAX TYPE: IN LIEU TAX SERIAL NUMBER(S) LABEL/INSIGNIA NUMBER(S) LENGTH WIDTH 2465A UNKNOWN UNKNOWN UNKNOWN G,IZ ojoy/,r RECORD COND: 47 NO PARK PURCHASE FUND EXEMPTION ESTABLISHED REGISTERED OWNER' JOHNSON TWIMAN B LAST REG CARD: 12-07-95 OR MILDRED H PO BX 74 MONTGOMERY CREEK CA 96065 LOCATION ADDRESS: 236 APACHE CIR LAST TITLE: 00-00-00 OROVILLE CA 95966-3976 BUTTE COUNTY LAST ILT FEE PAID: $ 34.00 ON: 12-04-95 :**r* END OF TITLE SEARCH as:sept TOTAL P.02 916 224 4817 MAR -06-1996 14:25 916 224 4817 P.01i02 3 . STATE OF CALIFORNIA DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT .TITLE SEARCH - REQUESTED ON 03-06-96 AT 13:58 BY CDRED02 DECAL: SH8890 MANUF: UNKNOWN TRADENAM: MTHME MODEL: UNKNOWN MANUFACTURED ON: 00-00-77 FIRST SOLD ON: 12-27-77 RATING YR: 78 ORIGINAL PRICE CLASS: ACQ REG EXPIRATION DATE: 12-31-96 I'.LT EXEMPTION: NONE USE: UNKNOWNTAX TYPE: IN LIEU TAX SERIA4L NUMBER(S) LABEL/INSIGNIA NUMBER(S) LENGTH WIDTH 2465E UNKNOWN UNKNOWN UNKNOWN `3 v 0 RECORD COND: 47 NO PARK PURCHASE FUND EXEMPTION ESTABLISHED REGISTERED OWNER: JOHNSON TWIMAN B LAST REG CARD: 12--07-95 OR MILDRED H C/O JOYCE STETLER PO BX 74 MONTGOMERY CREEK CA 96065 LOCATION ADDRESS: 236 APACHE CIR LAST TITLE: 00-00-00 OROVILLE CA'95966-3976 BUTTE COUNTY LAST ILT FEE PAID: S 34.00 ON: 12-04-95 ***+* END OF TITLE SEARCH Butte County Public Works Department 7 County Center Drive, Oroville, CA 95965 Phone: (916)-538-7681 • Fax: (916)-538-2140 DATE: r -I F' 6 FAX TRANSMITTED TO: NUMBER OF PAGES: (INCLUDING THE COVER SHEET) FAX TRANSMITTED FROM: Nam Company: Butte County Public -W--Qrks Deparment Location: Oroville, California Fax Number: (916) 538-2140 COMMENTS: 4 331- -(�' r Original Letter to Follow: 0 Yes 0 No Oroville Mortgage Company 1680 Lincoln Street Oroville, CA 95965 .(916)532-6868 (916)532-6866 FAX To Butte County Building department. Mr. Hayes is purchasing the property at 236 Apache Circle Oroville, California. After the foundation is placed under the mobile we will close escrow. This property will become real property. Kay F. Hill Owner/Manager Oroville,Mortgage Escrow number is 1-173593 Bidwell Title & Escrow Janie Clark Escrow Officer (9 16 ) 533-2414 I•it.)I' ) I.LIIUi II•. ,U ITul(T I)A'.I:A T:obilehome Yfr. Movntain Valley Homes ____ Setup Model No. 2BDR LPK year 1978 NET Width 24 (ft.) Length 60 (ft.) Expando Size -0- ft.x -0- ft. (Draw support details below) On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets (if not on file with the County of Butte). *If center piers are other than drawn above, draw in locations, spacing, and dimensions. Footings (check 1. Wood either pressure treated fdn. grade. /l 2, Concrete pad. -/7 3. Other, specif; Supports (check 1. Concrete bloc] 2. Concrete pier., 3. Steel piers Ll 4. Other, spec if: Typical Support Footing Size Max. pier Spacing Max. Overhang BUTTE COUNTY BUILDING DERARTt F -W ri'c M4 -'Setback shall :ic`c properfy lire: and =' to !:az cr' the recdeel of a 2 ff. eavc ,uf of cli e,:s-'ma �ft. from the t, from fhe fitting a m g but enti y LUT 216 UN1 1 3 JOWNSOW MOUNTN%%,A��¢\/Ly. • T!iis lei of r;lr:ns er..I c�•eti3ic?4i4It onsKMU5t Int kepi on '!,n j;,b ..t F•'; +,-:.^s and it is unlawful fo lions on same without �? UlIxU IdILl" L 1 1%AJ L1k N I L 0 1 •f:SINAT1YE•,OFFICE ;.mrs OFFICE SA!1 Obi ICL EU Norlli LoJ view O'ivc orovill;, Gro, 11,% 47,1140inin 95%5 7G'. (916) 533.1941 (^16) 5334157 (.11?) 7^5,777U Work authorization for the following work: 1. 0 Preparation of required Plot Plan. 2. Process Permit Application. 3. Water Meter installation. Date 10-4-72- Lot 0.4.7i'Lot No.j?/& el Aj/ Mobile "amAr Net Size ',W-46 ' 4. . Install underground utilities from property line to mobile. (Water, sewer, electric., bent, and T.V. and Telephone pull conduit) Elec. Pedestal required: [] 100AMP. ❑ 150AMP. 200AMP. Elec. Service Pole required: ❑ 100AMP. [] 150AMP. ❑ 20OAMP. 5. D4 Prepare Mobile site ✓,44,0eAw7';A_riC7 oOer*/44 G'aM�%L�'y�®aY %�"/�•�%`% 6. Gravel Mobile area. 7. Cut driveway(4 ( 2d *@ curb, /2'� wide to property line). 8. Q grade carport area. Gravel ❑ Asphalt Concrete. 9.Lai Rough cut driveway. 10. Set Mobile. ❑ By Others. 11. ® Remarks: 12. Qontxactor estimates cost of this work guaranteed snot to exceed $Z400% -- Please 2400%Please attach your check for this amount payable to Oro Ridge Properties, Inc. Any savings will be refunded to you. No concrete or asphalt included. 13. ❑ LPG tank and hook-up. e+ 14.Attached is my check in the amount of $,SDO '°"payable to Oroville Wyandotte Irrigation District for water and meter set. 15.,o Attached signed copy (where marked "x") of the permit application. 16. gf Attached signed copy of the encroachment permit. Owners Name: �',W1jYpe} V Tel. No / 1 • f y��• �i�6,� Mailing Address: Z j/Q - . 0AAeL46/4a �'L Ove C�e� Send Utility Bills To:AfgnpA." — Dater( Signed :� Manufacturer': Statement or Cortif icate OF ORIGIN TO A TRAILER COACH The undersigned manufacturer hereby certifies that the new Moblie Hone described below, the property of said manufacturer hes been transferred this16th_day ot February. 1977 on Invoice No. �_ ito Kelly Wpm Lake Oroville whose address is 502 Silverleaf Drive Oroyille, CA 95965 Trade Name of Series or Mobile Horne Mountain Home Model Name 24x64 2Bdr L?K Serial No. 2465 A Shipping Weight 20045 Date of Manufacture: February MONTH Other Data: 1977 Model No. Wheels 6 Width 144 Length 768 1977 YEAR Said n hufacturet hereby te'tifles that this written irlstrurrtent Corr stitutes the first conveyance of sold vehicle after its manufacture and the nianufal~ turer's serial nun&t sat forth above hes not been and will not be used by the man• ufacturer on any other vehicle manufattuted by said manufacturer, end that there are not other manufacturer's certificates issued by the manufacturer for the vehicle described above. Mountain Valley Recreational Vehiclesr Inc. 6565 Dantoni Road Marysviller CA 95901 BY: gales Manager WAGN NAME TITLE OR POSITION) Manufacturer's Statement or Certificate OF ORIGIN TO A TRAILER COACH The undersigned manufacturer hereby certified that the new Mobile Home described below, the property of said manufacturer has been transferred this 1 -6th day of Febl:uary . 19 ?7 on Invoice No.- 2465 to Kelly_ Ridge Lake .Orovi l le whose address is 502 Silverleaf Drive • Oroville# CA 95965 Trade Name of Mobile Horrxa_ Mountain Home Serial No. 2465 B Shipping Weight 17037 Date of Manufacture: February MONTH Series or Model Nam@ 24x64 2Bdr LPK No. Wheels 6 Width 144 Length 768 . other Data: 1977 Model 1977 _ . YEAR Said manufacturer hereby tertifks that this written instrurnent con- stitutes the first conveyenea of said vehide after its manufacture and the ntanufa* turer's serial number sat forth above has not been and will not be used by the men• ufactureron any other vehicle manufactured by said manufacture►, and that there are not other manufacturer's certificates issued by the manufacturer for the vehicle described above. Mountain Valley Recreational Vehiclest Inc. 6565 Dantoni Road Marysville, CA 95901 BY: Sales Manager WAGN NAME TITLE OR POSITIONI DATE � " Z' 8 - ] 7 k" roof lags (e 72" tie rods e, Trim close up metal T' r; Body close up metal 6r h v% Roof Cap Sewer Coupling Gas Cross over AJO / Nater Cross over lines 2_� / Z� Electric Cross over I Gas flex line -E?- Ceiling Beam - full 3 VZ. Ceiling Beam - half 21 - Electric cable -454- Base - 5 - B?se moulding Batt moulding Door casing Outside corner Gose up panels_ Putty tape Metal screws= Cross over for down draft E Registers Air Conditioner --E�- Refrigerant lines Porch light fixtures 2. Torch light globes 2 - Mirrored wardrobe..�doors Tub mfg. -SU POIST " cond. r NUUNTAIN VALLEY HOMES 6565 Dantoni Road Marysville# California t►�nEL�— r <�— Beam support instructions Set UP Instructions Storm windows D.O.H. # Tissue holders I-0- Towel Bars Z Porch light globes Dinette Globes Kitchen Globes Bathroom Globes Entry door mfg. Gond. Back door mfg, cond. Kitchen counter top 13uir ler Nx k cond, Refrig. mfg. Y i i size s/n Range mfg . i, size s n Oven mfg, Cr F S size s/n Dishwasher mfg. (r. ,S size s/n Disposal mfgj. % ,,��-size Pr s/n Kitchen sink color1j. G �, tel L_ Water heater mf �-� + la. size s/n Furnace mfg, size' 'LA-) s/n Levy top Mfg. -M a r 61 - cond. Shower mfg. �� v�,' e:�""' cond. _ Shower enclosure Toilet tank lids Toilet eats 2- Carpet mfg.l�_t-ysFCt Y. 1 (? Color u 5 idize Tac strip --_1 P 6 y C`arplet pad s Carpet Bar_ Kitchen floor coveringEr(� ; h� 1 QtorS cond, FFlloor the (baths) G, r , %�" lr u Mond. S1�a,A-e'rIRoII S2„ SHIPPED SHORT^ SHIPPED EXTRA DE ASR DATE A :- kJY DRIVER SIGN. SHIPPED SHIPPER SIGN, B HALF DRIVER SIGN. SHIPPER SIGN, 1 ('0 Address 'toe.. bf -Address..'. Ig - 'Add -...-Cali oral Z J 46:".-Alnit.3' _ :V,, :Sanitation P FI re Fire De- Zne,- �* Parking].� Parcel:.,,:. Plans' J. -Declaration I Par6eI'Map!j--:''60' a.-Plan, *Qn, a c' Parcel kpFl��. EW --4.-.-`.'1ADD,I.TION 'UTILITIES:[ A `F,4m I I.y T-1 .`.Duplex ;Mobil orrie". H�n1or.uiiv,e.l.- AT'4!�.6, 6'." on TLICATION ovule,yeiiiomin uuvy� NEW-CON3T -OUT LET... ..%(MULTI I BRANCH CIRCUITS .1.) 2.50da 1 R E 8UI LDING 5B NON.RMINIS 1j,(;g11E -OAPPARArTUS IN S, .L UTLET CIR. 0911'A�71*y' AOQ0:K &.1,i"i,9VILDING VALUATION -4, ,,v-��--"-'4-'r"'CONTRACTORS' LICENSELAW , q.91 16 .,A;.AL:@ P .4 Permit Fee : �2100,1 0 ; V1 T"''`'PLUMBING N6. PERMITk:FILING."flEE $3.00 -.1:50 Repal.f.1raloago piping 1.50 w4te6pip! fig 1.50 M Each;'gAs water �p#ll�r.,Otyepf: 'J4 1.50 " 60`0IpIri§,,h0t*hP. 4. A rzAchAddlt lonalbutlet s:t' 't-.06 Y 130 A v ements I 'i-ELECYRICAL -.i:' 114o. ":@:;1!; *.-I PEAMI L1N01Ptt�-'t,'-_A,4.--: I V. I , 60"AM0.1 !F* _:c -7 W- A.P. R NEW-CON3T -OUT LET... ..%(MULTI I BRANCH CIRCUITS .1.) 2.50da 1 R E 5B NON.RMINIS 1j,(;g11E -OAPPARArTUS IN S, .L UTLET CIR. -4, ,,v-��--"-'4-'r"'CONTRACTORS' LICENSELAW , q.91 .,A;.AL:@ I 50 @ 250 Q!j; S NS. R :(k 31 �k �F : �2100,1 0 T _ . �V . . 10.'00 gp, en No.Classificatiq. A! kl,��4i'-,:!. .15.00. 6.25 , .anlexemPt from the Contractors License Laws bf.th6ttatebf t�illfa 0 Piii WORKMEN'S, COMPENSATION INSURA _VMW.,.MECHANICAL ' N6.1 A PEE' V'." m:aware'of the Ions of'Section 'provis 3700.ofAhe dalifornw- 1$3.00 .1 de which requires'*' I )yer,�be.jnstii Ins IlIabll ,�qye,7.emp c reo.-�,ag� it Workmen'.s'Corppi�n�ja� MUM on,,,. t; r: -X -k 8.4,F. I - have placed olijile'Mlth the Count Itte"a",r6q:iRGR a NA j. .:Workmen' s;Compensation'lnsurancp Ad ri J _ 1111-A "I. certify,'that - in,:.the pe�ormance of ".the :.work ,:'for -�wrhith'-,thle permit isIssued I shall.not employ any person in �',Ihny, ',mi nine n'T klv, HIM 0 �O k 5, as to. become.. sub] act to.;t.he. Workmen. o . ri�Iawv.,o V :1466 2.00 -CPT0pnsqtj $ $ ertify that -I'. ha*�e:ie'�d'thls pi I'CatIo­:*a ia t bt i hiiit't he above" - ap n nd :W. 00 o,mation Is correct. 1. agree to comply to all County. Ordinances' I State Laws relating to building construction, and hereby FEE horize, representatives of the County of Butte to enter upon the )ve;mentioned _property for Inspection purposes..:. ',-ThI6 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. rDate_/'-!�%DIRECTOR OF PUBLIC WORKS Signature of Pe'rmi tee or Agent. j; 13y- Date. celptNo. —/"* te-D.P.W. — Yellow -Assessor — Pink -Inspector Goldenrod -Applicant Building permit expires Date Counter of Butt® -DEPARTMENT OF PUBLIC WORKS NOTICE TO OWNER Post job card in a safe, conspicuous place at front of lot. Do not remove until the required inspections are made and building is approved for occupancy by this department. Plans must be available on job. OWNER TWIMAN B. aOHNSON A. P. NO. 34-74-36 CONTRACTOR Cameros Mobile Trans,. Napa PERMIT NO, 6256-77MHt DATE_ 12/2/77 Approvals of Following Must Be Dated Before Proceeding BUILDING PLUMBING ELECTRICAL Setback Rough Tem . Pot Forms To out Rough Rein. eel Water 1 Ing Under r n Piers Gas Ing Sub an Bond Be 5ewei service Framing Water Ht Final Stucco Mes ath Fixtures MECHANICAL Stucco Coa 1- Water Su ly Heating 2- / Se tic Tb Cooll"_`,.� Windows Sidin Final FIR LAC Ducts 7�—. Ventl ation Roofin F , In Final insulat n Cert. Throat MH INSTA LA ION Final Final Final/ CHICO — 695 Oleander Avenue = 343-4211, Ex . 7o OROVILLE — 7 County Center Drive - 534-4541 PARADISE — Skyway and Elliott Road - 677-3435 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS I COUNTY CENTER DRIVE OROVILLE, CALIF. • 534-4541 CERTIFICATE OF OCCUPANCY This mobilehome has been installed in accordance with the requirements of the Califor_n'a ministrative Code, Title 25, Chapter 5 uncle ermit � number sZJ� for the following location: ._ 23.4 � Owner MLV4/*d ,'jpj 111,i5c) , 1 Owner's Address Mobilehome h1fg.,1V7—.A1 4E Model LWYear Insignia No..(24 nno 1r) .915 -'Serial No. —5 It is h��fSy`Z`eQA o ccupancy at the above described location and may be occupied. Directo f P lic Works � e Date By Q HIS CERTIFICATE IS VOID WHEN MOBILE ME IS LOCATED i.. I.rnnn.dtl: u1 lunuut.l 1 �t STATr or CALIrOn NIA +•.�... DtPARTMENT Or MO?On V11ICICLES LAST LICENSE OR "CF" NUMBER VEHICLE oR VESSEL I.D. NUMBER Curl VEHICLE MAKE OR VESSEL BUILDER VESSEL LENGTH /FT.) CIRC ` �/�Jw +( AJC" \, 9/0 REFUNO ORDER NUMBER VE EL PRRO,,..P..__ PLATE OR "CF" NUMBER ��?S1 T \ • REGISTEPED OWNERb NAME 'l �o A STt KER OR TAB ADORess ' CALIF. _ 52422204 CITY ZIP CODE ORIGINAL—Customer's Copy DUPLICATE—Accounfing Copy ALTERATIONS OR ERASURES WILL VOID THIS FORM READ INSTRUCTIONS ON REVERSE SIDE OF THIS FORM ADM. 940 (REV. 2.76) COMMENTS v LINE DATE STAMP L L LC ALTERACIONES O h. Ty Es`rl41i BORRADURAS ANULARAN 77 ESTE FORMULARIO LEA LAS INSTRUCCIONES 1 ADJUNTADAS F19 ��}} F -1 I) 40700.0ee 2.74 ?.DOOM OU• DO NOT FOLD OR SPINDLE OR MUTILATE STATE OF CALIFORNIA NEW DE►T. OF MOTOR VEHICLES VEHICLE DO NOT MARK IN BOX AREA 6929SSI T/, /�/� Date first Make 7 �j Sold Month �rpoy Y Vehicle No. �.,( y 5-- 14 /� T°ype Cr C14SoT t1ld—to n tAST f✓J�/✓ w �MAAll, rloett�7 IMPORtANtI be net fell to enter beth Deeloses end Selelmen's numbets. NOTEI Upon transfer Dr sale, dealer must 'TEMPORARY enter odometer reed - Ing here. --30 THOUSANDS I HUNDREDS lOths IbE MICAT101 This A a notice of purchase of vehicle. Do not use (Must be affixed to the vc as an application for registration and/or title. before delivery to the punch KIgNtMoll lu 16b��� Vrr o1HE . - `'- A 1p12 Mo11 W0108gc 'x42220 s bill 211CKEK OH nCEK2E bnllE of 211CKEH ON 111,210rC110MV 1"01 l.1E1211CKEd' 2EE BVCK .41 O A 773,y # V'700, -Z Mobilehome Manufacturer: Mo un t a in Valley Homes Manufacture Year: 1977 If other than single wide, furnish Setup Model Number: 2BDRLPK r Width:_2 4 . (ft.) Length: 6 0 (ft.) Tagalong or Expando Size (ft.) x (ft.) On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup .sheets. FOOTINGS: Wood pressure treated or foundation grade[X J Other: SUPPORTS: Concrete block[ X] Other: Provide Tie Down Specifications for all Mobilehomes: Pier Footings Sizes and Location SINGLE WIDE MULTI -WIDE Liae 1 liLine 1 Line 2 Line 2 ....................................................•••................................ .. . "Main Bea= Line2— ....................................................................................:........... e 2 Line 1 Line 3 Line 2 Main Beams - Line 2 ................................................................................................ Line 1 ............................................. e 5 Tag or Triple e 4 ine 1 Line 1 Piers: Size minimum: r I x Spacing maximum: I &` From ends -maximum: ` Line 2 Piers: Size minimum: [ ) x.[ ]. Spacing maximum: ` From ends -maximum. ` Line 3 Roof Loads: Size minimum Location (from front): Line 5 Roof Loads: Size minimum: Location (from front): Line 1 Openings Size minimum: [ ] x [ ]. Each side of openings with width over: I I` Line 4 Piers: Size minimum: [ ) x [ ). Spacing maximum: C` From ends -maximum: ` OVER Bob Hayes 1. Owner's Name: 2. Assessor's Parcel Number: 069-220-036 3. Installer's Name: Marty Farrar 4. Is the site currently under permit? Yes[ ] No[ X] Permit No. 5. Is the site an existing site? Yes � ] No[ ] (If yes, furnish two plot plans). 6.. What is the electrical rating of the mobilehome? 200 Amperes. 7. What is the mobilehome site circuit breaker rating? 2.00 Amperes. 8. What is the electrical rating of the mobilehome site? 2 nn Amperes. 9. Is the main service remote from the mobilehome site? Yes[X ] No[ ] If it is, what is the rating? Amperes. 10. Is there any other electric load to be served by the mobilehome site electric service (i.e. well, garage etc.)? Yes[: ] No[ X] If yes, please identify the load and size: a) The mobile home site: Load- Amperes - b) The main service: Load- Amperes - 11. Type of gas service at mobilehome site: Natural[ ] Propane[ ] None[X ] 12. Size of_ gas pipe at the mobilehome site from the meter r or tank: inches. 13. What is the gas pipe length from the meter or tank to the mobilehome? (ft.). 14. What is the mobilehome gas demand? B.T.U.* *(This information is not required if the pipe length is less than 6 feet on natural gas or less than 50 feet on propane). THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION May 1995 8.5 e n a 0 as n At lU nll ln,rlrl l'Arr _ n l I n11N1 v rNa..,r ,•r� A,I.I,...: 1[ l r r110N[ Ne PA'flt-ICK J 'FILL MAN CIinq,an,csN:,ll,vnndrn-Nnnln (916) 222-3399 - Attorney at Law R4AA,Becj,Ep''9tc SS G At I01NI1 v 1 nn IN,.n., YOF SUPERIOR COUnT OF COALI n NIA. COUNT SHASTA SinrrI Antim'.s1 500 COURT STREET MArt.NAnnnrss rr P. 0. BOX 880 u1, -fill nncont REDDING, CA 96099 Ilnnr.l;.1 NAME MAI fEnorINAM[I: '1'WIMAN I3. JOHNSON, aka JOHNSON 'I'W I MA N DECEDENT ORDER DETERMINING SUCCESSION TO REAL PROPERTY (Estates $60,000 or Lessl CAll f NUI 1. Date. of Imtarinn: 11/03/94 Tillie.: 2 : 30 VM Deol.:- A Ant: fill COUIIr FINDS 7. All noriean Inquin!ll fly law have been Riven. 3. Dnr.erinnr rlin[I en Marel:07/21/94 A. n Insider', of Ihn California county nnmerl Above h. ,1 nonrcahl ul1 of California anti felt All estate. in Ihn county named nbove. C. X..� Intestate. -) tosintn. 4. AI least 40 tinys Italia eln)nod since Iha date of dasrdo.nt's (lentil. S. Nn prnr.nndinll for file ndnlinlsunlinn nl decrdrnl's astern is bnintl conduerml nr Iles been CrnMuclnd In CnlllornlA. (r 6. ? hn 1posw value of docndmu's real will personnl ['raper I in California, azcimlinn prop. B n11y rinsplbnrl In Probnla Carlesncllen 13050, dons nal nzcanrl 560,000. Drpur 7. F. nth pnlitinner is n successor of rle.rt•.rlrnl Ins riclinrtr(q�Lin Prpobwte C1ad7 snctlan 130061 Anel n sur.rr..^.sal to rlrr.rtirnt's intrrr.sl to the. reajrp rij11!I I�iIA fri'ihOnil lilrm 9a hrr:nusn each paritinnnt A. (will) n benelicinry who succoo.rlrrl :o Illi property miller docndanl's will. b, LX I Ing will) n person who succraded In the ['toiletry under P1011)(110 Code recti ns 6401 and 6402. 1w COt)n? FUIITHF:n FINDS AND ORDERS R. No administration or flocndent's Io1n is 1 rr r in Califonlio. 6. A. the fnllnwinn dnscribnd re VI)ro UrtS is iirol� �l`�of decadent passing to rich petitioner (give logo/description): [Y) dnsmiliml In Attachment 9m. 94 -It 6694 rOR RrCOROr R'S USr ONI v -•--- .— THIS INSTRUMENT IS A CORRECT COPY OF THE ORIGINAL ON FILE IN THIS OFFICE . NOV - 31994 Kum COUIL CIM Of 1114 SYI)e110t Court of the �Ule o1 Cpldoinla in and 10/ we CtlulI(y I 'nasty Drily C--) C-1 t I.act% 110tltlrlliel's Annie will !;I .... :,fit: 11111p1!Ily Inll!I I.•SI I� _-_IIS !:1;1[1!11 ill :111:1 [:I lit tl!III 911 (7xj i5 n5 fOIIOWS /.S()OC//yl: N#YCE A. S'1'G'I'I,ER - 1/3; JoANN EI;fi_KSON - 1/3; and JAMES JOHNSON - 1/3. 00 r� (g t1 Date' November 3, 1994 �/% P1 I I. (;( I NunlbCl nl pairs attachr.rl i 1r•... f.pp•n.r,l I•. u.. ��m,tl n1 i�•i suv roan Cnunl I. x. I / .I. u.,• Inno.v •• anal nn �7onrni j tn•••r �•• n••.••. ORDER DETERMINING SUCCESSION TO (TEAL PROPERTY Ill 115 in..,.-1,•uin•v 1 .ni!II Il -3l 5 IP,otimcl o•oe•i. Cnn.. 1 t 115.1 94-46694 1 ESTATE OF TWIMAN B. JOHNSON, AKA TWIMAN JOHNSON Shasta County Superior Court Probate No. 20251 Order Determining Succession to Real Property Item No. 9• 1. Real property at 235 Apache Circle, Oroville, Butte County, CA., 95966, described as follows: Lot 216, as shown on that certain map entitled, "KELLY RIDGE ESTATES UNIT NO. 3", which map was filed in the Office of the Recorder of the County of Butte, State of California, July 26, 1974 in Book 43 of Maps, at pages 44, 45, 46, 47 and 48. Subject to all easements,. rights of way and restrictions of record. A.P. No. 069-220-036000. 2. Double -wide 1977 Mountain Home mobilehom.., 24 x 60, Serial #2465; Decal #SH 8890, located at 235 Apache Circle, Oroville, Butte County, CA., 95966. 3. Commercial Account #11697-91959, Bank of America, Oroville Branch, 1820 Oro Dam Blvd., Oroville, CA., 95966-5611. 4. Savings Account #11696-03096, Bank of America, Oroville Branch, 1820 Oro Dam Blvd., Oroville, CA., 95966-5911. Dated: November 3, 1994. GREGORY CASKEY, Judge of the Superior Court �.,a.:�,..�+.ti�-.s,... ....n.T.—�.-�.-,...tet �.,.�,.r_.,..,s-�,.,.......,.....o-..... END OF DOCUMENT KLIPPEL & SENING JoB: 9612-A STABILIZER SYS., INC. ENGINEERING, LTD. SHEET NO: 1 OF: 10 .716 Alhambra Boulevard CALCULATED BY: AM DATE: 04-26-96 SACRAMENTO, CALIFORNIA 95816 CHECKED BY: GWS DATE: 04-26-96 916 444-5976 MANUFACTURED HOME PERMANENT FOUNDATION SYSTEM MODEL NO.: GSSI 2871-2 PRI NO.: 3973-2 UBC 1994 EDITION 80 MPH, EXPOSURE C SINGLE WIDE: 66.0 / LONG x 14.0 / WIDE DOUBLE WIDE: 66.0' LONG X 28.0 / WIDE TRIPLE WIDE: 66.0 1 LONG x 42.0 / WIDE STABILIZER SYSTEMS, INC. 2205 ARTESIA BLVD. SAN BERNARDINO, CA 94208 TEL: 800-558--1222 CONT. LIC. # 472,253 DRAWING MANUFACTURED HOME PERMANENT FOUNDAITON SYSTEM CALCULATIONS INDEX SHEET DESIGN CRITERIA EARITIQUAKE AND WIND LOADS FOUNDATION BRACING SYSTEM DESIGN FOOTING DESIGN FOR FOUNDATION BRACING SYSTEM BRACING CONNECTIONS STEEL BEARING PLATES WOOD FOOTING COMPUTER .PRINT -OUT FOR THE BRACING SYSTEM SHEET 9612-A PAGE 1 2 3 4 5 -6 7 -8 9 10 APP. 1 - APP.8 KL1PPEL & SENING Jon: 9612-A STABILIZTER SYS., INC ENGINEERING, LTD. SHEET NO: 2 OF: 10 716 Alhambra Boulevard CALCULATED BY: AM DATE: 04-26-96 SACRAMENTO, CALIFORNIA 95816 CHECKED BY: GWS DATE: 04-26-96 (916) 444-5976 VERTICAL : LOADS ROOF LOAD DL SDL.- LL TL psr ROOFIN6x • 0.9 3/8" PLYWOOD 1.1 2X6 @ 24" O.C. 13 BATT INSUL. 0.7 ACOUST. CEIL.. 1.0 5.0 20.0 25.0 FLOOR LOAD DL FLOOR COVER 1.0 3/4" PART. BOARD 2.7 2X6 @ 16" O.C. 2.0 BEAM 10# / 6' 1.7 INT. WALL 2.6 EXT. WALL DL PLYWOOD 1.1. 2X3 @ 24" O.C. 1.2 INSULKITON 0.5 GYPSUM BOARD 2.2 INT. WALL DL 2X3 @ 16" O.C. 1.5 GYPSUM BOARD 4.4 SEISMIC V = ZCI W / RN, Z = 0.4 ZONE 4 C = 2.75 MAx I '1.0 STAND. STRUCT. RW. 6.0 (3.b) V = (0.4 x 2.75 x 1.0 x W) /6 SDL LL 'TL FSF 7.4 40.0 • 47.4 10.0 40.0 50.0 SDL psF 5.0 SDL PSF 5_9 (5.9PSF X 8')/INCLUDED IN FLOOR LOAD LATERAL LOADS CIBC 1994 EDITION WIND P = Ce Cq q, Iw Ce = 1.06 0'- 15', EXPOSURE C Cq = 1.30 METHOD It q, = 16.4 80 MPH IW = 1.0 STAND. STRUCT. P= (1.06x1.3x16.4x1.0) } #0` KLIPPEL & SENING .ron: 9612—A STABILIZER SYS., INC. ENGINEERING, LTD. SHEET NO: 3 OF: 10 716 Alhambra Boulevard CALCULATED BY: AM DATE: 04-26-96 SACRAMENTO, CALIFORNIA 95816 CHECKED BY: GWS DATE: 04-26-96 (916) 444-5976 EARTHQUAKE FORCES - TRIPLE WIDE CONTROLS ROOF DIAPHRAGM TRANSVERSE W/' LONGITUDINAL W ROOF 5FSF x 42' 210 ROOF SrsF x 66' 330 EXTERIOR WALL 5FSF x 4'x 2 40 EXTERIOR WALL 5FSF x 4'x 2 40 INTERIOR WALL 2.6`/2x42'. .55 INTERIOR WALL 2.6psF/ 2 x 66' 86 305/• 456 EQ = 0.183 x W #/' EQ = 0.183 x W LQ = 56 " I EQ = 84 TRANSVERSE FLOOR EXTERIOR WALL INTERIOR WALL FLOOR DIAPHRAGM w#/, 7.4" x 42' 311 5FSF x 4'x 2 40 2.6"'/2 x 42' 55 405 EQ = 0.183 x W #/, EQ = 74 ' -LONGITUDINAL W FLOOR 7.4" x 66' 488 EXTERIOR WALL 5" x 4'x2 40 INTERIOR WALL 2.6"/ 2 x 66' 86 614 EQ = 0.183 x W EQ = 113 WIND FORCES — SINGLE WIDE CONTROLS ROOF DIAPHRAGM TRANSVERSE W #/' LONGITUDINAL W ROOF 22.6" x 1' 23 ROOF 22.6FsF x.5' 11 EXTERIOR WALL 22.6" x 4' 90 EXTERIOR WALL 22.6" x 4' 90 113/' 102 ;Y{::;L�'t:[iJ�::,.^^.. ':`:���,a7,'}i,:lk?tl�� .�,' `�§�,��.••i�:4<)��1MYM�33�ii_� fiv2�t? FLOOR DIAPHRAGM TRANSVERSE.'V #/ FLOOR 22.6FSF x1.5' 34 EXTERIOR WALL 22.6"' x 4' 90 124 LONGITUDINAL FLOOR 22.6PSF X1.33' EXTERIOR WALL 22.6" x 4' Z• 1* G.ti:i(N: W 30 90 120 KL{PPEL & SENING roB: 9612—A STABILIZER SYS., INC. ENGINEERING, LTD. SHEET NO: 4 OF: 10 716 Alhambra Boulevard CALCULATED BY: AM DATE: 04-26-96 SACRAMENTO, CALIFORNIA 95816 CHECKED BY: GWS DATE: 04-26-96 (916) 444-5976 FOUNDATION. BRACING SYSTEM TRANSVERSE DIRECTION LONGITUDINAL DIRECTION ROOF 113"'x66'= 7458 # ROOF 102"x 14'= 1424 # FLOOR 124"II' x 66' = 8204 # FLOOR 120"`-F x 14'= 1686 # 15661 # 3110 # LOAD IS TAKEN IN 4—BRACES LOAD IS TAKEN IN 4—BRACES ..:FROM COMPUTER PRINT—OUT A) DIAGONAL BRACING, L 2 x 2 x 1B A,,= 0.484 IN r� = 0.392 M L = 4.26 ( PIN CONN. AT THE MID _ LENGTH) MAXIMUM COMP. LOAD ON THE BRACE ANGLE = 4027 # ( APP. 1) KL / r = 1.0 x . 4.26 ' x 12.0 " / 0.392 = 130 F4. 12.98 ALLOWABLE COMPRESSION LOAD = 6282 " > 4027 " O.K. MAXIMUM TENSION LOAD ON THE BRACE ANGLE = 411 # ALLOWABLE TENSION LOAD = 0.6 F i x AR = .606"'x.484 '"= = 10454 " ALLOWABLE TENSION LOAD = 0.5170A. = .5 x 58 x (.484—.09) = 11426 " ALLOWABLE TENSION LOAD = 0.5 F u x A,, = .5 x 58 X (.85 x .39) = 9614 " > 411 U.K. USE L 2 x 2 x 1/8 ANGLE, FY = 36 Ks' B) VERTICAL PIPE, 2" DIA. PIPE, SCHEDULE 40 A,,= 1.070 I'd z rx =. 0.787. . L = 2.0 / MAXIMUM COMP. LOAD ON THE VERTICAL PIPE = 5650 # ( APP. 1) KL / r 1.0 x 2.0 ' x 12.0 " / 0.78'1 = 30 F. . 17.87 ALLOWABLE COMPRESSION LOAD = 17.87 xsi X 0.787 IN 2 =14064 " > 56.50 " U.K. USE 2" -DIA. PIPE,. SCHEDULE 40 C) VERTICAL ADJUSTING ROD 1" DIA ROD F A, = 0.785 IN' rx = 0.220 * L- 4.0' MAXIMUM COMP. LOAD ON THE VERTICAL ROD = 5650 # KL / r = 1.0 x 4.0 " / 0.220 = 18 Fa d 20.70 "s' . ALLOWABLE COMPRESSION LOAD = 20.70 KSI x 0.220 IN 2 =16250 r > 5650 " O.K. USE 1" DIA. THREADED ROD, A36 KLIPPEL & SENING JOB: 9612-A STABILIZER SYS., INC. ENGINEERING, LTD. SHEET NO: 5 OF: 10 716 Alhambra Boulevard CALCULATED BY: AM DATE: 04-26-96 SACRAMENTO, CALIFORNIA 95816 CHECKED BY: GWS DATE: 04-26-96 (916) 444-5976 FOOTING DESIGN FOR )DRACING SYSTEM A) UPLIFT AT THE EXTERIOR FOOTINGS a) SINGLE WIDE LATERAL LOADS P# X ROOF LATERAL LOAD = 113' x 66' ' = 7458 9.8 FLOOR LATERAL LOAD= 124" x 66' = 8204 1.3 VERTICAL LOADS ROOF VERTICAL LOAD FLOOR VERTICAL LOAD EXTERIOR WALLS WOOD FOOTINGS CORNER FOOTINGS P# = 5"' x 66' x 14' = 4620 = 10" x 66'x 14' = 9240 = 5P'F x (66'+14) x 8' = 3200 = 10" x 9 = 90 = 150pcFx 1.5x 2.5'x 2.5'x 4= 5625 22775 " XI 4.2 4.2 4.2 8.3 8.3 MOTxl 73.3 10.9 84.2 • r M� Rr 19.2 38.3. 13.3 0.7 AG 7 118.2 ' ' FACTOR OF SAFETY AGAINST OVERTURNING= (M R / MOT). = 1.4 O.K. b) DOUBLE WIDE LATERAL LOADS P # X M ROOF LATERAL LOAD = 113"l x 66' = 7458 9.8 73.3 'FLOOR LATERAL LOAD= 124''x66' = 8204 1.3 10.9 84.2 r VERTICAL LOADS P# X/ M x r ROOF VERTICAL LOAD = 5FSF x 66' x 28' = 9240 11.2 R 103.5 FLOOR VERTICAL LOAD = 10"F x 66' x 28' = 18480 11.2 207.0 EXTERIOR WALLS = 5" x (66'+14) x 8' = 3200 11.2 35.8 WOOD FOOTINGS = 10'x 36 = 270 11.2 3.0 31190 " 349.3 FACTOR OF SAFETY AGAINST. OVERTURNING=> '(M R / Mar) = 4.1 O.K. NOTE: TRIPLE- WIDE IS SIMILAR TO DOUBLE WIDE & NO HOLDOWN IS REQUIRED B) FOOTING SOIL PRESSURE MAXIMUM VERTICAL LOAD = 5650 " (DUE TO DL+LL) THE DL+LL GOVERNS THE FOOTING SOIL PRESSURE. SOIL PRESSURE = 5650 # / 23 X 2.5 = 904 psp < 1000'sF O.K. KLIPPEL & SENING 1oB: 9612-A STABILIZER SYS., INC. ENGINEERING, LTD. SHEET NO: 6 OF: to 716 Alhambra Boulevard CALCULATED BY: AM DATE:. 04-26-96 SACRAMENTO, CALIFORNIA 95816 CHECKED BY: GWS � DATE: 04-26-96 (916) 444-5976 FOOTING DESIGN FOR BRACING SYSTEM C) FOOTING SLIDING — SINGLE WIDE ROOF LATERAL LOAD = 113""x66'= 7458 " FLOOR LATERAL LOAD= 124111x66'= 82o4* 15661 " ALLOW. LATERAL SLIDING RESISTANCE vsc'$-t-A- Ncrm'130"/sQ•FT x 2.3'x 2.3'x 18 = 12704 " ALLOW. LATERAL BEARING = (100"/sQ•FTiFF x 1.33 LAT. x 1.5112) x 2.5'x 4 Fm- = 2993 " TOTAL ALLOW. SOIL LAT. BEARING AND LAT. SLIDING RESISTANCE = 15696 " FACTOR OF SAFETY AGAINST SLIDING =14954/14237 = 1.0 O.K. D) CHECK MOBILEHOME FLOOR DIAPHRAGM THE DESIGN OF FLOOR DIAPHRAGM IS BY MANUFACTURED HOME MANUFACTURER ASSUME 2- EXTERIOR AND 2- INTERIOR SHEAR WALLS MAXIMUM FLOOR SHEAR =113"-+124",= 237 #/, ALLOWABLE SHEAR FOR 19/32" STRUCTURAL II PLYWOOD = 285 > 237''• O.K. MIN. RECOMMENDED: USE 19/32" STRUCTURAL II PLYWOOD WITH 10d NAILS @ 6" O.C. KLIPPEL & SENING 1oB: 9612—A STABILIZER SYS., INC. ENGINEERING, LTD. SHEUNO: 7 OF: 10 716 Alhambra Boulevard CALCULATED BY: AM DATE: 04-26-96 SACRAMENTO, CALIFORNIA 95816 CHECKED BY: GWS DATE: 04-26-96 (916) 444-5976 BRACING . CONNECTIONS A) BRACING TO THE TAB PLATES MAXIMUM COMP. LOAD ON THE BRACE ANGLE = 4027 # MAXIMUM TENSION LOAD ON THE BRACE ANGLE = 411 # ALLOWABLE SHEAR FOR 3/4" DIA. BOLT, SS, A.307 = 9300 N > 4027 # O.K. USE 3/4" DIA. BOLT, A307 B) STEEL TAB PLATE . TAB PLATE IS O.K. BY INSPECTION. C) GRIPPER PLATE CONNECTION a) LONGITUDINAL FORCE ALLOWABLE TENSION LOAD FOR 5/8" DIA. M.B. = 6100 # R; = 6100 ' x (9/16') / (1.56 ") = 2200 # COEFFICIENT OF FRICTION FOR STEEL ON STEEL (DRY) — 0.6 GRIPPING FORCE = 0.6 x 2200 r x 2Stnr, =' 2640 0 > 778 * CONSERVAMVE O.K. b) TRANSVERSE FORCE TRANSVERSE LOAD IS GOING THROUGH STEEL I — BEAM WEB TO GRIPPER PLATE AND THEN GETS TRANSFERED TO THE BRACING THROUGH THE 5/8" DIA. M.B. ALLOWABLE SHEAR LOAD FOR 5/8" DIA. M.B.= 3100 ' x 2BOLIS x 1.33IAT. = 8246 " > 3915 " O.K. USE GRIPPER PLATES WITH 2-5/8" DIA. BOLTS, A307 NOTE: THE " C " AND " J " FRAMES ARE SIMILAR. KLIPPEL & SENING 1oB: 9612—A S'T'ABILIZER SYS., INC. ENGINEERING, LTD. SHEET NO: 8 OF: 10 716 Alhambra Boulevard CALCULATED BY: AM DATE: 04-26-96 SACRAMENTO, CALIFORNIA 95816 CHECKED BY: GWS DATE: 04-26-96 (916) 444-5976 BRACING CONNECTIONS D) ANGLE TO CHASSIS TUBE — BEAM a) LONGITUDINAL FORCE ALLOWABLE SHEAR FOR 4 — 1/4" x 14" SDS IN 16 GAGE CHASSIS BEAM 4 )CREWS x 478 # x 1.33 WIND 2543 > 778 O.K. USE 4 — 1/4" x 14 SELF DRILLING SCREWS b) TRANSVERSE FORCE ALLOWABLE SHEAR FOR 4 — 5/8" DIA. M.11 IN 3/16" ANGLE 4 DOLTS X , ' 3100 # x 1.33 wl" = 16492 > 3915 O.K. ALLOWABLE SHEAR FOR 3/4" DIA. M.B. f:° IN THE BRACING 1 )OUT. x 4400 # x -1.33 WIND = 5852 > 3915 O.K. USE 3/4" DIA. M. B. E)• ANGLE TO WOOD BEAM a) LONGITUDINAL FORCE ALLOWABLE SHEAR FOR 3/8" x 3" LAG SCREWS IN 31/2" THICK WOOD, 11 TO GRAIN V, = VCDCMC, 2 SCREWS x 440 PG. 2-1029 X 1.33,. WIND X 1.00 DRY X 1.00 DRY _ . 1170 # . > 778 # O.K. USE 4 — 3/$" DIA. A. 3" LG. LAG SCREWS b) TRANSVERSE FORCE WHEN BOTH OF THE ANGLES ARE INSTALLED, THE LATERAL LOADS PERPENDICULAR TO BEAM IS TAKEN IN BEARING IN THE ANGLES. KLIPPEL & SENING )OB: 9612-D STABILIZER SYS., INC. ENGINEERING, LTD. SHEETNO: 9 OF: 10 716 Alhambra Boulevard CAMMA7EDBY: AM DATE. 04-26-96 SACRAMENTO, CALIFORNIA 95816 cHECKEDBY: GWS DATE: 04-26-96 (916) 444-5976 STEEL BEARING PLA'T'ES A) STEEL BASE PLATE MAXIMUM COMP. LOAD ON THE BASE PLATE = 5650" ASSUME 10" x 10"x 1/4" PLATE BEARING PRESSURE = 5650 " / 10 ' x 10' = 57 Ps' MAXIMUM MOMENT = 57 "' x ' 1.5 3 / 2.0 = 64 tp = [ 64 "" x 6 / ( 1 ' x 27000"1)11/1 = 0.12' < 0.25 USE PLATE 1/4" X10". x 0'-10" LG., A307 B) TOP BEARING PLATE BEARING PRESSURE = 5650 " / 6" x 7* = 135 MAXIMUM MOMENT= 135 P' x [( 7 — • 1.9) / 2] 2 / 2 = 437 " tp = [ 437 �` ' �' x 6 / ( 1 ' x 27000 0.31' < 0.38' USE PLATE 3/8" . x 6" :x 0'-7" LG., A307 O.K. O.K. C) OPTIONAL STEEL PLATE FOOTING BEARING PRESSURE = 5650 " / 28' x 28" = 7 MAXIMUM MOMENT= 7 PS' x 12 1 / 2.0 = 519 tp = [ 519 "' x 6 / ( 1 ' x 27000 r")]"2 = 0.34 ' < 0.38 ' O.K. USE PLATE 1/4" x21-411 x2'-4" LG., A307, GALVANIZED KL' IPPEL & SENING jog: 9612—A STABILIZER SYS., INC. ENGINEERING, LTD. SHEETNo: 10 OF: 10 716 Alhambra Boulevard CALCULATED BY: AM DATE: 04-26-96 SACRAMENTO, CALIFORNIA 95816 CHECKED BY: GWS DATE: 04-26-96 (916) 444-5976 OPTIONAL WOOD FOOTING A) SOIL PRESSURE MAXIMUM COMP. LOAD ON THE FOOTING = 5650 # ASSUME. 3 — 2 x 12 x 30" LG. D.F. #2, P.T. BEARING PRESSURE= ( 5650 # / 34 x 30 ) x 144 798 PsF < 1000 PIP O.K. B) BOTTOM WOOD BEARING MEMBERS MAXIMUM MOMENT= .798"" x ( 1)' / 2 = 399 # MAXIMUM SHEAR = 798 "P x I' x 1.25 ' = 997 # f b = ( 399 # / x. 12 �) / ( 4.22 1134 PSI f � ( 997 # x 1.5 ) / ( 16.88 89 PSI F)b = Fb CD CM C, CF CN C, 875 ff #2 x 1.25 OF x 100 X 0.80 DRY X 1.00 x 1.20 x 1.15 1208 > 1134 I Q O.K CF x Fb < 1 i5o PSI F'�=F„CDCmC,CH = 95 N #2 x 1.25 %?OF ' x 0.97 X 0.80 DRY X 1.00 92 > 89 O.K. USE 3 — 2 x 12 x 2'-6" LG., D.F. #2, P.T. C) TOP WOOD BEARING MEMBERS"' VERTICAL LOAD = [( 5650 ) / ( 30 x 11.25 x 2 / 144 ) = 1205 PSF MAXIMUM MOMENT = [( 1205 PSF X 0.83..2 / 2 = 415 # MAXIMUM SHEAR = 1205 x (11.25 ' / 12 ') x 0.83' = 938 # f b = ( 415 # x 12 ) / ( 4.22 W 3 ) = - 1181 PSI < 1208 PSI O.K. f _ ( 938 # x 1.5 ) / ( 16.88.w s) — 83 PSI < 92 PSI O.K. WOOD TO WOOD BEARING = 1205 PSF 144 = 8.4 Ps' O.Ki. USE 2 -- 2 x 12 x 2'-6".LG., D.F. #2, P.T. * LISTING OF THE INPUT FILE **+****•r*tt+t+tt+t#t#t##t#tt# 1) TYPE PLAN TRUSS 2) 5----------------------------------- 3) $ STABILIZER SYS., INC., 9412D -T1 •S 4) S LATERAL BRACING - SINGLE WIDE t 5) $ TRANSVERSE DIR., 4- TOTAL S 7) TITLE: MOBILEHOME EO RESISTANT PERMINANT FOUNDATION 8) UNIT KIP FT 100) JOINT O OINTCOORDINATE SUPPORT VER•r . Lomas 11) 2 8.29 0 SUPPORT 12) 3 0 2 FL 069 10 sf �4/ 13) 4 8.29 2¢O K IU x 14) MEMBER INCIDENCE 16) 2 2 4 �) 5 x' 10fx 1� 17)314 20 2 19) UNIT2INCH EXT• P5%c 20) MEMBER PROPERTY G 21) COL AX 1.08 1 2 22) DIA AX .68 3 4 23) MATERIAL PROPERTY 24) A33 E 30000 DEN .00028 CT .00005 G 120000 ALL 25) STIFFNESS ANALYSIS 26) UNIT LB 27) LOAD DL 28) JOINT LOAD 29) 3 4 FORCE Y -1450 30) LOAD LL 31) JQINT LOAD 32) 3 4 ,FORCE Y -4200 33) LOAD 40.. 34) JOINT LOAD 35) 3 FORCE X 3915 36) LOAD COMBINATION COMB1 37) COMBINE DL 1.0 + EG 1.0 38) LOAD COMBINATION COM82 39) COMBINE DL 1.0 + LL 1.0 40) OUTPUT BY MEMBER 41) OUTPUT DEC 1 42) REPORT DEVICE PRINTER 43) REPORT LOGO OFF 44) REPORT LPG 88 45) PRINT ALL 46) LIST REACTION 671-c- V. 47) SELECT COMB1 COMB248) LIST 49) OUTPUTIBYLMEMBERT Lo �S 50) SELECT COM61 COM82 51)' LIST MEMBER FORCESALL - R" F 1 %� 3 /� / 52) LIST MEMBER STRESSES' X {• 6 53 ) SAVE ON Al 54) FINISH F.L"p, .�� v g4l . ()- 612 - N ' • .S 7A`>3I L. I z c'-. P�' ( REP��t c l-�assls su�paRr L PST• ' RN-61�1G To `if"z(L v1 PL LL TL 7" zoo 3 5ao 35b 1 ¢0-0 1150 4-" .1+50 4 2 0 0 56 54 * ACTIVE UNIT : POUNDS INCHES.DEGREES * NO. OF JOINTS DEFINED 4 . LEGENDS ( EXAMPLES AND EXPLANATIONS ) DX - GLOBAL X DIRECTION DISPLACEMENT DEGREE OF FREEDOM. RZ - GLOBAL Z DIRECTION ROTATION DEGREE OF FREEDOM. R - RESTRAINED. S2 - TYPE 2 SPRING ATTACHED. JOINT X Y BOUNDARY CODE 1670 Zo 45 39 1.5 A ` 915 # LPrN DL- 1450 Ll- �42Oo 5656 4' DL- 145c LL 42, 54p 5 45c ****a*t+++ttt#+#ttt#itttttt#ff#Rf#RRRR#AftfRAflftRARHlAffAAAffAAffffHR * TYPE OF THE STRUCTURE PLANE TRUSS • * RESTART STATUS NONE GIVEN • * DESIGNATED UNITS :.POUNDS. INCHES DEGREES A * NO. OF JOINTS DEFINED 4 A * NO. OF MEMBERS DEFINED 4 • * NO. OF PLATE ELEMENTS DEFINED 0 • * NO. OF DIFF. MATERIAL DEFINED : .• 1 • * NO. OF DIFF. SECTION PROPERTIES DEFINED: 2 • * NO. OF DIFF. TYPES OF SPRINGS DEFINED 0 • +*<*+++***t+#*#t#t#tt####t#####+rRRf##RRAAAA_AN#AAAAAAfAAAAAAfIfAfAA*!!AA -! 6 �_ I v * LISTING OF THE INPUT FILE **+****•r*tt+t+tt+t#t#t##t#tt# 1) TYPE PLAN TRUSS 2) 5----------------------------------- 3) $ STABILIZER SYS., INC., 9412D -T1 •S 4) S LATERAL BRACING - SINGLE WIDE t 5) $ TRANSVERSE DIR., 4- TOTAL S 7) TITLE: MOBILEHOME EO RESISTANT PERMINANT FOUNDATION 8) UNIT KIP FT 100) JOINT O OINTCOORDINATE SUPPORT VER•r . Lomas 11) 2 8.29 0 SUPPORT 12) 3 0 2 FL 069 10 sf �4/ 13) 4 8.29 2¢O K IU x 14) MEMBER INCIDENCE 16) 2 2 4 �) 5 x' 10fx 1� 17)314 20 2 19) UNIT2INCH EXT• P5%c 20) MEMBER PROPERTY G 21) COL AX 1.08 1 2 22) DIA AX .68 3 4 23) MATERIAL PROPERTY 24) A33 E 30000 DEN .00028 CT .00005 G 120000 ALL 25) STIFFNESS ANALYSIS 26) UNIT LB 27) LOAD DL 28) JOINT LOAD 29) 3 4 FORCE Y -1450 30) LOAD LL 31) JQINT LOAD 32) 3 4 ,FORCE Y -4200 33) LOAD 40.. 34) JOINT LOAD 35) 3 FORCE X 3915 36) LOAD COMBINATION COMB1 37) COMBINE DL 1.0 + EG 1.0 38) LOAD COMBINATION COM82 39) COMBINE DL 1.0 + LL 1.0 40) OUTPUT BY MEMBER 41) OUTPUT DEC 1 42) REPORT DEVICE PRINTER 43) REPORT LOGO OFF 44) REPORT LPG 88 45) PRINT ALL 46) LIST REACTION 671-c- V. 47) SELECT COMB1 COMB248) LIST 49) OUTPUTIBYLMEMBERT Lo �S 50) SELECT COM61 COM82 51)' LIST MEMBER FORCESALL - R" F 1 %� 3 /� / 52) LIST MEMBER STRESSES' X {• 6 53 ) SAVE ON Al 54) FINISH F.L"p, .�� v g4l . ()- 612 - N ' • .S 7A`>3I L. I z c'-. P�' ( REP��t c l-�assls su�paRr L PST• ' RN-61�1G To `if"z(L v1 PL LL TL 7" zoo 3 5ao 35b 1 ¢0-0 1150 4-" .1+50 4 2 0 0 56 54 * ACTIVE UNIT : POUNDS INCHES.DEGREES * NO. OF JOINTS DEFINED 4 . LEGENDS ( EXAMPLES AND EXPLANATIONS ) DX - GLOBAL X DIRECTION DISPLACEMENT DEGREE OF FREEDOM. RZ - GLOBAL Z DIRECTION ROTATION DEGREE OF FREEDOM. R - RESTRAINED. S2 - TYPE 2 SPRING ATTACHED. JOINT X Y BOUNDARY CODE 1670 Zo 45 39 1.5 A ` 915 # LPrN DL- 1450 Ll- �42Oo 5656 4' DL- 145c LL 42, 54p 5 45c - t,UUKU1NAlt WUKUINAIE UT OX 1 0.0 0.0 R R .2 99.5 0.0 R R. S ;', 0.0 24.0 4 �.` ,99.5 24.0 . * NO. OF MEMBERS DEFINED. 4 LEGENDS ( EXAMPLES AND EXPLANATIONS ) t� R:ZYX - ROTATION DEGREE OF FREEDOM ALONG MEMBER AXIS. D:ZYX - DISPLACEMENT DEGREE OF FREEDOM ALONG MEMBER AXIS. F FREED (RELEASED). - : RESTRAINED. MEM 9 1 J MAT. SECTION JOINT JOINT. TAG. PROPERTY TAG. LENGTH 1 1 3 A33 COL 24.0 2 2 4 A33 COL 24.0 3 1 4 A33 DIA 102.3 4 3 2 A33 DIA 102.3 * ACTIVE UNIT : POUNDS - INCHES DEGREES * NO. OF DIFF. SECTION PROPERTIES DEFINED:' 2 INDEX SECTION TAG TOT LENGTH TOT WEIGHT AREA AX BEND'G IZ BEND'G IY IX AY AZ SY SZ 1 COL 48.00 14.52 1.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2 DIA 204.67 38.97 0.7 0.0 0.0 0.0 0.0: 0.0 0.0 0.0 &P P. 2 * ACTIVE UNIT :. POUNDS INCHES DEGREES * NO. OF DIFF. MATERIAL DEFINED 1 MAT MATERIAL MODULUS OF MATERIAL THERMAL IND PROP TAG ELASTICITY WT DENSITY EXPAN COEF 1 A33 30000000.0 .0.3 ` 0.0 * RESULTS OF ANALYSIS TYPE OF THE PROBLEM : PLANE TRUSS RESTART STATUS NONE GIVEN ACTIVE UNITS : POUNDS INCHES DEGREES JOINT REACTIONS AT'SUPPORTS ----- JOINT /----- GLOBAL REACTIONS -----/ N0. X FORCE Y FORCE ' 1 •0.0 1450.0. 2 0.0 1450,0 TOTAL. -0..0 2900.0. JOINT REACTIONS AT SUPPORTS ----- JOINT /----- GLOBAL REACTIONS ----•/.::... NO• X FORCE Y FORCE '.• 0.0 4200.0 ' �' !` •' 2 0.0 4200.0 ... ia. TOTAL 0.0 8400.0 JOINT REACTIONS AT SUPPORTS ----- :. JOINT /----- GLOBAL REACTIONS -----/ _,_.._ __......-..._ ...._. O, X FORCE Y FORCE 1. - 0.0 -944.5 2 13915.0 944.5 .., TOTAL• -3915.0 0.0 JOINT REACTIONS AT SUPPORTS ----- JOINT /----- GLOBAL REACTIONS -----/ NO. X FORCE Y FORCE 1 0.0 505.5 2 -3915.0 2394.5 TOTAL -3915.0 2900.0 JOINT REACTIONS AT SUPPORTS ----- JOINT /----- GLOBAL REACTIONS ----- NO. X FORCE Y FORCE 1 0.0 5650.0 2 0.0 5650.0 TOTAL 0.0 11300.0 * RESULTS OF ANALYSIS YPE OF THE PROBLEM : PLANE TRUSS RESTART STATUS NONE GIVEN .CTIVE UNITS : POUNDS INCHES DEGREES RESULTANT JOINT DISPLACEMENTS ----- JOINT /--- GLOBAL DISPLACEMENTS --- NO. X DIRECTION Y DIRECTION 1 -0.0 70.0 2 0.0 -0.0 3 0.0 -0.0 4 0.0 -0.0 RESULTANT JOINT DISPLACEMENTS ----- JOINT /--- GLOBAL DISPLACEMENTS ---/ ! N0. X DIRECTION Y DIRECTION 1 -0.0 -0.0 2 0.0 -0.0 3 -0:0, -0.0 4 0.0 -0.0 * RESULTS OF ANALYSIS +*++++++++++++++*+***** PE OF THE PROBLEM : PLANE TRUSS RESTART STATUS NONE GIVEN TIVE UNITS : POUNDS INCHES DEGREES RESULTANT MEMBER FORCES ----- i _MBER • FILE/LOAD JOINT /--- AXIAL ---/ SECTION NO. FORCE 1 COMB1 1 505.5 COL COM82 j .505.5 . 5650.0 3 5650.0 2 COM81 2 1450.0 COL 4 1450.0 COM82 2 5650.0 4 -5650.0 3 COM81 1 0.0 DIA 4 -0.0 .-�._._....... s rAi311-1 4 c�R COM82 1 0.0 4 -0.0 .. _. _.._ ...... 4 COMB1 3 4027.3�'p DIA 2 -4027.3 COM82 3 0.0 2 -0.0 at:stat**a*********:•**. :�,: a RESULTS OF ANALYSIS TYPE OF THE PROBLEM PLANE TRUSS RESTART STATUS NONE GIVEN ACTIVE UNITS : POUNDS INCHES DEGREES RESULTANT MEMBER.FORCES ----- MEMBER FILE/LOAD JOINT /--- AXIAL ---/ No. STRESS 1 COMB1 1 468.0 Col 3 -468.0 COM82 1 5231.5 3 -5231.5 2 COMB1 2 1342.6 COL 4 -1342.6 COM82 2 5231.5 4 -5231.5 3 COM81 1 0.0 DIA 4 -0.0 COMB2 1 0.0 4_ -0.0 4 COM81 3. 5922.5 DIA 2. -5922.5 COM82 3 0.0 2 •-0.0 I COM82 1. 0.0 4 -0.0 . . 4 COM81 3 4027.3 DIA 2 -4027.3 COMB2 3 0.0 2 -0.0 flit tAittttditdtitdf itt i RESULTS OF ANALYSIS fit�ittittfidtif if %ri tlf TYPE OF THE PROBLEM : PLANE TRUSS RESTART STATUS NONE GIVEN ACTIVE UNITS : POUNDS INCHES DEGREES RESULTANT MEMBER FORCES ----- MEMBER FILE/LOAD JOINT /--- AXIAL ---/ NO. STRESS 1 CoM61 '1 468.0 COL 3 -468.0 COM82 1 5231.5 3 -5231.5 2 coM61 2 1342.6 COL 4 -1342.6 COM82 2 5231.5 4 -5231.5 3 COMB1 1 0.0 DIA 4 -0.0 COMB2. 1 0.0 4 -0.0 CN'IY I "D 5922.5 _ DIA 2 -5922.5 COM82 3 0.0 2 '-0.0 I tt4+ttttiiti##t#ttii#i#ii##### *'LISTING OF THE INPUT FILE 1) TYPE PLAN TRUSS 2) $-------------------------------------f 3) $ STABILIZER SYS., INC., 94120-L1 S 4) S LAERAL BRACING "SINGLE WIDE $ 5) $ LONGITUDINAL DIR., 4- TORAL f * T-YPE OF THE STRUCTURE s PLANE TRUSS • * RESTART STATUS NONE GIVEN • * DESIGNATED UNITS POUNDS INCHES DEGREES 10) * NO. OF JOINTS DEFINED 4 +► * NO. OF MEMBERS DEFINED 4 • * NO. OF PLATE ELEMENTS DEFINED 0 • * NO. OF DIFF. MATERIAL DEFINED I • * NO. OF DIFF. SECTION PROPERTIES DEFINED: 3 } * NO. OF DIFF. TYPES OF SPRINGS DEFINED .O +► 3 1 4 20) 4 2 4 t++ttt+tti####t#####t#f###iii##i##A###}Af}AAA}Af}fAAfAffA}ffifffRA}RfA}} tt4+ttttiiti##t#ttii#i#ii##### *'LISTING OF THE INPUT FILE 1) TYPE PLAN TRUSS 2) $-------------------------------------f 3) $ STABILIZER SYS., INC., 94120-L1 S 4) S LAERAL BRACING "SINGLE WIDE $ 5) $ LONGITUDINAL DIR., 4- TORAL f 6) $-------------------- -- ----- --* -,:._ 7) TITLE: MOSILEHOME'EQ RESISTANT PERMINANT FOUNDATION 8) UNIT KIP FT 9) JOINT COORDINATE 10) 1 4,5 0 SUPPORT' 11) 2 02 support 12) 3 4.5 2 13) 4 9 2 support 14) joint release 15) 2 4 force x 16) MEMBER INCIDENCE 17) 1 1 3 18) 2 1 2 19) 3 1 4 20) 4 2 4 21) UNIT INCH 22) MEMBER PROPERTY 23) HOR AX 10.0 4 24) COL AX 1.08 1 25) DIA AX .484 2 3 26) MATERIAL PROPERTY 27) A36 E 30000 DEN .00028 CT .00005 G 120000 ALL 28) STIFFNESS ANALYSIS 29) UNIT LB 30) LOAD DL 31) JOINT LOAD 32) 3 ILORCE Y -1450 33) LOAD LL 34) JOINT LOAD 35) 3 FORCE Y 74200 36) LOAD EQ 37) JOINT LOAD 38) 2 FORCE X 778 39) LOAD COMBINATION COM81 40) COMBINE DL 1.0 +• EQ 1.0 41) LOAD COMBINATION COM62 42) COMBINE DL 1.0 t LL 1.0 43) OUTPUT BY MEMBER 44) OUTPUT DEC 1 45) REPORT DEVICE PRINTER 46) 47) REPORT LOGO OFF REPORT LPG 88 -736 48) N7 ALL 49) LIS LIST REACTION 50) select combl comb2 C 51) list displacement �1 52) OUTPUT BY MEMBER N 53j SELECT COM81 COM82 54) LIST MEMBER FORCES ALL 55) List member stresses alt - 56) SAVE ON 57) FINISH * ACTIVE UNIT : POUNDS INCHES DEGREES * NO. OF JOINTS DEFINED 4 LEGENDS ( EXAMPLES AND EXPLANATIONS ) DX GLOBAL X DIRECTION DISPLACEMENT DEGREE OF FREEDOM. RZ - GLOBAL Z DIRECTION ROTATION DEGREE OF FREEDOM. V6>fi 5'tP�g1L17-e- 4.-2--6-910 Lo KC—r• t3R4 t � 4- ToTR�L. 6,0 DL -i 1450 L Lo 2e o 565o ©• ¢ IFLNtA--- Ll rirttrtttt#t##tk########rf### 'LISTING OF THE INPUT FILE 1) TYPE PLAN TRUSS 2) S ------------------------------------- S 3) S STABILIZER SYS., INC., 94120-1.1 $ 4) S LAERAL BRACING - SINGLE WIDE $ •/***#rtrttttttrt#tt#tt#t#t#ttt#tt#####•ffAfffffRR###tfffffRffffffR#fRRfR ' S R • TYPE OF THE STRUCTURE : PLANE TRUSS • * RESTART STATUS : MORE GIVEN R * DESIGNATED UNITS : POUNDS INCHES DEGREES • * NO. OF JOINTS DEFINED 4 R * NO. OF MEMBERS DEFINED 4 R * NO. OF PLATE ELEMENTS DEFINED i 0 • * NO. OF DIFF. MATERIAL DEFINED 1 16) ' NO. OF DIFF. SECTION PROPERTIES DEFINED: 3 • * NO. OF DIFF. TYPES OF SPRINGS DEFINED .0 •' * f rrrrtttrtttttt#t#t######r#t#•t#######t#r###fft##f###.#f#k#rf#f#tffRf#fAR rirttrtttt#t##tk########rf### 'LISTING OF THE INPUT FILE 1) TYPE PLAN TRUSS 2) S ------------------------------------- S 3) S STABILIZER SYS., INC., 94120-1.1 $ 4) S LAERAL BRACING - SINGLE WIDE $ 5) S LONGITUDINAL DIR., 4- TORAL S 6) $ ...................................:.S 7) TITLE: MOBILEHOME' EQ RESISTANT PERNINANT FOUNDATION 8) UNIT KIP FT 9) JOINT COORDINATE 10) 1 4.5 0 SUPPORT' 11) 2 0 2 support 12) 3 4.5 2 13) 4 9 2 support 14) joint release 15) 2 4 force x 16) MEMBER INCIDENCE 17) 1 1 3 18) 2 1 2 19)314 20) 4 2 4 21) UNIT INCH 22) MEuoro PROPERTY 23) HOR AX 10.0 4 24) COL AX 1.08 1 25) DIA AX 484 2 3 26) MATERIAL PROPERTY 27) A36 E 30000 DEN .00028 CT .00005 G 120000 ALL 28) STIFFNESS ANALYSIS 29) UNIT LB 30) LOAD DL 31) JOINT LOAD 32) 31ORCE Y -1450 33) LOAD LL 34) JOINT LOAD 35) 3 FORCE Y 74200 36) LOAD EQ 37) JOINT LOAD 38) 2 FORCE X 778 39) LOAD COMBINATION COMB1 40) COMBINE DL 1.0 + EQ 1.0 41) LOAD COMBINATION COMB2 42) COMBINE DL 1.0 + LL 1.0 43) OUTPUT BY -MEMBER 44) OUTPUT DEC 1 45) REPORT DEVICE PRINTER 46) 47) REPORT LOGO OFF REPORT LPG 88 •7 38"�f 48) PRINT ALL 49) LIST REACTION 50) select comb) comb2 51) list displacement 52) OUTPUT BY MEMBER 531 SELECT COMS1 COM02 54) LIST MEMBER FORCES ALL 55) list member stresses all 56) SAVE ON 57) FINISH 962-�.P� Lo t`1�-• BR�c�� 4- TcTR�L W i-" LNtA- '_ 5.6 56 (ji t * ACTIVE UNIT : POUNDS INCHES DEGREES * NO. OF JOINTS DEFINED 4 LEGENDS ( EXAMPLES AND EXPLANATIONS ) DX GLOBAL X DIRECTION DISPLACEMENT DEGREE OF FREEDOM. RZ GLOBAL Z DIRECTION ROTATION DEGREE OF FREEDOM. RESTRAINED. S2 - TYPE 2 SPRING ATTACHED. ',6! NT .X Y BOUNDARY CODE 'NO.- COORDINATE COORDINATE DY DX-' 1 1 54.0 0.0 R . R 2 0.0 24.0 R 3 54.0 24.0,-- 4 108.0 24.0 R * NO. OF MEMBERS DEFINED 4 LEGENDS ( EXAMPLES AND EXPLANATIONS ) :� R:ZYX - ROTATION DEGREE OF FREEDOM ALONG MEMBER AXIS. D:ZYX - DISPLACEMENT•DEGREE OF FREEDOM ALONG NENBER AXIS. .F FREED (RELEASED). - RESTRAINED. MEM I J MAT. SECTION JOINT JOINT TAG. PROPERTY TAG. LENGTH 1 1 3 A36 COL 24.0 2 1 2 A36 DIA •59.1. 3 1 4 A36 DIA - 59.1 4 2 4 A36 NOR 108.0 41. * ACTIVE UNIT : POUNDS INCHES DEGREES . * NO. OF DIFF. SECTION PROPERTIES DEFINED: 3 INDEX SECTION TAG TOT LENGTH TOT WEIGHT ;AREA AX SEND'G IZ BENDIG IY 1X AY AZ SY SZ 1 HOR 108.00 302.40 10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2 COL 24.00 7.26 1.1 0.0 0.0 0.0 0.0 0.0 0.0 . 0.0 3 DIA 118.19 16.02 0.5 0.0 0.0 0.0 0.0 0.0 0.0 : 0.0 * ACTIVE UNIT POUNDS INCHES DEGREES. * NO. OF DIFF. MATERIAL DEFINED 1 MAT MATERIAL MODULUS OF MATERIAL THERMAL IND PROP TAG ELASTICITY WT DENSITY EXPAN COEF 1 A36 .•30000000.0 0.3 0.0 x RESULTS OF ANALYSIS TYPE OF THE PROBLEM : PLANE TRUSS RESTART STATUS NONE•GIVEN ACTIVE UNITS : POUNDS INCHES DEGREES JOINT REACTIONS AT SUPPORTS ----- JOINT %----- GLOBAL REACTIONS ----- 'No. X FORCE Y•FORCE 1 0.0 1450.0 2 0.0 0.0 4 1 0.0 0.0 TOTAL 0.0 1450.0 JOINT REACTIONS AT SUPPORTS ------ JOINT /-•--- GLOBAL REACTIONS ----- NO. X FORCE Y FORCE' 1 -0.0 4200.0* t'. 2 0.0 0.0 �'r.: RESTRAINED. $2 - TYPE 2 SPRING ATTACHED. ,DINT X' Y BOUNDARY CODE ' NO.• COORDINATE COORDINATE DY DX - 54. 0 X•54.0 0.0 R . R 2 0.0 24.0 R 3 54.0 24.0.:. 4 108.0 24.0. R * NO. OF MEMBERS DEFINED 4 LEGENDS ( EXAMPLES AND EXPLANATIONS ) R:ZYX - ROTATION DEGREE OF FREEDOM ALONG MEMBER AXIS. D:ZYX - DISPLACEMENT.DEGREE OF FREEDOM ALONG MEMBER AXIS. F FREED (RELEASED). - RESTRAINED. MEM # I J MAT. SECTION JOINT JOINT TAG. PROPERTY TAG. LENGTH 1 1 3 A36 COL 24.0 2 1 2 A36 DIA •59.1 3 1 4 A36 DIA 59.1 4 2 4 A36 NOR 108.0 * ACTIVE UNIT : POUNDS INCHES DEGREES . 0.0 * NO. OF DIFF. SECTION PROPERTIES DEFINED: 3 0.0 INDEX SECTION TAG TOT LENGTH TOT WEIGHT AREA AX BEND'G 12 BEND'G lY IX AY AZ 1 HOR 108.00 302.40 10.0 0.0 0.0 0.0 0.0 0.0 2 COL 24.00 7.26 1.1 0.0 0.0 0.0 0.0 0.0 3 DIA 118.19 16.02 - 0.5 0.0 0.0 0.0 0.0 0.0 * ACTIVE UNIT : POUNDS INCHES DEGREES * NO. OF DIFF. MATERIAL DEFINED 1 MAT MATERIAL MODULUS OF MATERIAL THERMAL IND PROP TAG ELASTICITY WT DENSITY EXPAN COEF 1 A36 ..30000000.0 0.3 0.0 SY SZ 0.0 0.0 0.0 0.0 0.0 0.0 ttrtttttttttttttttttttt * RESULTS OF ANALYSIS •*t•ttrttttttttrttttttt TYPE OF THE PROBLEM PLANE TRUSS RESTART STATUS NONE•GIVEN ACTIVE UNITS : POUNDS INCHES DEGREES JOINT REACTIONS AT SUPPORTS ----- JOINT %----- GLOBAL REACTIONS ----- NO. X FORCE Y'FORCE 1 0.0 1450.0 2 0.0 0.0 4 1 0.0 0.0 TOTAL 0.0 1450.0 JOINT REACTIONS AT SUPPORTS JOINT /----- GLOBAL REACTIONS ----- NO. X FORCE Y FORCE 1 -0.0 4200.0 2 0.0 0.0 .. - 0.0 0.0 :. .TAL -0.0 4200.0 - JOINT REACTIONS AT SUPPORTS ----- JOINT /----- GLOBAL REACTIONS •-----/ . `.. NO. X FORCE Y FORCE 1 -778.0 12.3 2 0.0 -179.0 4 0.0 166.7 .;. TOTAL -778.0 0.0 JOINT REACTIONS AT -SUPPORTS ---•- JO!N.T /----- GLOBAL REACTIONS ----- No. X FORCE Y FORCE 1 -778.0 1462.3 2 0.0 -179.0 4 0.0 166.7 TOTAL -778.0 1450.0 JOINT REACTIONS AT SUPPORTS ----- JOINT /----- GLOBAL REACTIONS ---•-/ NO. X FORCE Y FORCE 1 0.0 5650.0 2 0.0 0.0 4 0.0 0.0 TOTAL 0.0 5650.0 * RESULTS OF ANALYSIS TYPE OF THE PROBLEM : PLANE TRUSS RESTART STATUS :` MORE GIVEN. ACTIVE UNITS : POUNDS INCHES DEGREES. " RESULTANT JOINT DISPLACEMENTS ----- :JOINT ,Z-- GLOBAL DISPLACEMENTS --- NO. X DIRECTION Y DIRECTION 1 0.0 -0.0 2 0.0 0.0 ' 3 0.0 -0.0 4 0.0 -0.0 RESULTANT JOINT DISPLACEMENTS ----- JOINT /--- GLOBAL DISPLACEMENTS'---/ N0. X DIRECTION Y DIRECTION 1 -0.0 -0.0 2 0.0 -0.0 3 0.0 -0.0 4 -0.0 -0.0. * RESULTS OF ANALYSIS • TYPE OF THE PROBLEM : PLANE TRUSS RESTART STATUS NONE GIVEN ACTIVE UNITS : POUNDS INCHES DEGREES RESULTANT MEMBER FORCES ----- MEMBER FILE/LOAD JOINT /--- AXIAL --- SECTION NO. FORCE 1 COM81 1 1450.0 COL* 3 -1450.0 . .......... .................._.._- 0.0 0.0 jTAL -0.0 4200.0 JOINT REACTIONS AT SUPPORTS ----- JOINT /*---- GLOBAL REACTIONS •-----/ . NO. X FORCE Y FORCE 1 -778.0 12.3 2 0.0 -179.0 4 0.0 166.7 t: . TOTAL -778.0 0.0 JOINT REACTIONS AT -SUPPORTS ----- JOINT /----- GLOBAL REACTIONS -----/ NO. X FORCE Y FORCE 1 -778.0 1462.3 2 0.0 -179.0 4 0.0. 166.7 TOTAL -778.0 1450.0 JOINT REACTIONS AT SUPPORTS ----- JOINT /----- GLOBAL REACTIONS -----/ NO. X FORCE Y FORCE 1 0.0 5650.0 2 0.0 0.0 . 4 0.0 0.0 TOTAL 0.0 5650.0 #####++t#ttt#,►rrrrrrttt RESULTS OF ANALYSIS r r####r#ttt#r##trttrrrr♦ TYPE OF THE PROBLEM : PLANE TRUSS RESTART STATUS NONE GIVEN ACTIVE UNITS : POUNDS INCHES DEGREES. RESULTANT JOINT DISPLACEMENTS ----- JOINT / •- GLOBAL DISPLACEMENTS --- NO. X DIRECTION Y DIRECTION 1 0.0 -0.0 2 0.0 0.0 3 0.0 -0.0 4 0.0 -0.0 RESULTANT JOINT DISPLACEMENTS ----- JOINT /--- GLOBAL DISPLACEMENTS'—/ NO. X DIRECTION Y DIRECTION 1 -0.0 -0.0 2 0.0 -0.0 3 0.0 -0.0 4 -0.0 -0.0. ###r#�rrrartttrrtrttrtt RESULTS OF ANALYSIS • •f#ii#####rt####rrttrrt TYPE OF THE PROBLEM : PLANE TRUSS RESTART STATUS NONE GIVEN ACTIVE UNITS : POUNDS INCHES DEGREES RESULTANT MEMBER FORCES ----- MEMBER FILE/LOAD JOINT /--- AXIAL --- SECTION NO. FORCE 1 COMB1 1 1450.0 Col• 3 •1450.0 COM82 1 5650.0 .;:•:3. -5650:0":t.er:,,r•.ae�..r.,ii; :,•..,•,b�.::r,a:.. ., 2 COMB1;•' : 1 440.9 >`s:+:�; •a;;•' DIA 2 . -440.9COW 0 � �:,•��"�'.10:1,..$••i .fs' 2 X0.0 r' ' 3 COMB1 1. -4105 DIA i•4 410.5 4 COMB1 ...2 ., :375.1 .;,e:.:n:•:e�:...... HOR 4 -375:1 COM82 2 : ' 0.0 :4 -0.0 ++**+*++*******,►+r+tact• .. • , - * RESULTS OF ANALYSIS ° TYPE OF THE PROBLEM : PLANE TRUSS RESTART STATUS NONE GIVEN ACTIVE UNITS : POUNDS INCHES DEGREES RESULTANT MEMBER FORCES ----- MEM3ER FILE/LOAD JOINT /--- AXIAL ---/ NO. STRESS 1 COMB1 1 1342.6 COL 3 -1342.6 COM82 1 5231.5 3 -5231.5 2 COMB1 1 910.8 DIA 2 -910.8. COM82 ^1' -0.0 ... .2 0:0 3 COM81 1 -848.2 DIA 4 848.2•' COMS2 1 -0.0 4 0.0 4:^ COM81 2 37.5 'HOR 4 -37.5 COM82 2 0.0 4 -0.0 v 08/26/96 Kenneth D. Reed, P.E. Registered Civil Engineer 8976 Simmons Rd Redding, Ca. 96001 Voice/Fax 916-243-3296 Foundation System for Manufactured Home at 236 Apache Circle Oroville, CA 95966 Note: This foundation design follows the guidelines set forth in I -IUD Handbook 4930.3 and conforms to the guidelines of the 1994 UBC. This analysis is in lieu of HUD Handbook 4930.3 Appendix F. Foundation System is classified as C2 -- allowed in all seismic zones Coach is Multi -Section Coach Length is 60' Coach Width is 2 x 12' = 24' Roof Pitch is 3:12 Coach Weight is 3 082 LB SITE CONDITIONS Site does not require a survey Building site is not in a flood -prone area The unit is not to be on an elevated foundation Per Appendix H, Frost Penetration Depth is 0" Footing Plan shows footing at or below Frost Penetration Depth Footing Base shall be placed below topsoil layer, on undisturbed soil Groundwater Drainage Plan is not required 08/26/96 Organic Soil is not present Expansive Soil is not present Site has Minimal Slope Subsidence is not present Area is not a known Termite Infestation area Applicant has complied with local ordinances & CABO R-308 for construction procedures Surface Drainage Plan provided on Plot Plan attached Grading Plan is not required There are no fill specifications Finish grade elevation is unknown FOUNDATION DESIGN Distributed Weight = 37082 LB / 60' = 618 plf Design Snow Load = 30 psf Basic Windspeed = 80 mph Site is Inland Seismic Zone is 2 -- Type C2 Foundation System is acceptable Floor Live Load = 40 psf Seismic Load, UBC — Zone 3, C=2.75, Ra : 6 V = [0.30(2.75)(1.0)/6]W = 0.14W Wind Load — 80 mph, Method 1, 0'- 15' Exposure "B" Ce = 0.62 Cq for Windward Wall C, = 0.8 Cq for Windward Roof C2 = -0.7 Cq for Leeward Roof C3 = -0.7 Cq for Leeward Wall C4 = -0.5 qs = 16.4 psf I=1.0 08/26/96 C, = 0.62(0.8)(1.0)(16.4 psf) _ C2 =0.62(-0.7)(1.0)(16.4 psf) _ C, = 0.62(-0.7)(1.0)(16.4 psf) _ C4 = 0.62(-0.5)(1.0)(16.4 psf) sin 6 cos 6�I Windward G h h/2 2' 0.8 psf -7.1 psf -7.1 psf -5.1 psf �C.ti � \ Leeward �Ra j 0 = tan"1(3/14) = 120 q = 14'(tan(12�) = 3' Seismic Load = 37082 LB (0.14) = 5191 LB Wind Load = [8.1 psf(8) + 5.1 psf(8) - 7.1 psf[sin(12°)1(3') + 7.1 psf[sin(12`j(3'))(60') = 6336 LB Wind Controls 08/26/96 OTMcL = 8.1 psf(8')(60')(8'/2) + 5.1 psf(8)(60')(8'/2) + sin(12°)(-7.1 pso(3')(60')(8' + 372) - cos(12�(-7.1 pso(14')(60')(1472) - sin(12�(-7.1 pso(3')(60')(8'+3'/2) + cos(12�(-7.1 psO(14')(60')(14'/2) =_25344 ft -LB Support Piers @ 8' o.c. 8' + 2' = 10' Moment Arm Uplift = 25344 LB / 10' = 2534 LB Dead Load Moment = 27082 LB(24'/2) = 444984 ft -LB DLM x 2/3 = 296656 ft -LB Dead Load Downforce = 296656 ft -LB / 10'= 2 666 LB > 2534 LB Ok No Vertical Anchorage is Required Foundation System per Stabilizer Systems, Inc. Model No. GSSI-2781-2 plan as approved by the State of California Department of Housing and Community Development is an acceptable Foundation System as required by HUD Handbook 4930.3 4930.3'. 11. Recommended pier spacing-, a. Exterior b. Interior c. Wedding Wall d.. Tie -down strap (C1 only) 12. Installation re " ' commendations (include documentation showing connection details) % I - ft. (Number) (Spacing) 13. Interior shear wall locations (include documentation showing locations) 14. Design wind speed used in designing" connection details for horizontal anchorage (Ah) and vertical anchorage (Av). 15. Seismic values used in designing" connection details for horizontal anchorage (Ah). (Seismic zone) 16. Shear "Wall *connection details with rated** capacity for wind and seismic are provided. a. Connection location to foundation wall** shown? b. Rated capacity for uplift** and overturning c. . Rated,ca acityfo sliding" p r d. Engineering calculation by licensed" structural en*gine'er?-* . Ves no yes no _mph. yes no yes no ---lbs/ft (or lbs/tie-down) lbs/ft (or lbs/strap) yes . no Optional. values: It is optional for the manufacturer to provide these values. If the manufacturer docs not provide the val ties, H Is the responsibility of the. owner to supply values, hasc(l on engineering analysis by a licensed structural engineer. 8/89 E - 4 4930.3 APPENDIX. E MANUFACTURER'S WORKSHEET Manufacturer's . Company Name �Oii^/TA/ / A i�Y �1Di1lE� Address _ /Lsg.; DA,ymAll .� Z1_f%1�/SV/L 5 Phone Determination of Building Structure, and Size The manufacturer must provide the following information: 1 • Type of unit Single -Section -_2._.. '.Method, location and types of support: Multi -Section _.._. . Refer to the Sup erstmcture Design illustration in 601-3.B Is the home a C, E, or I? C 3. Length*of unit L. 4. Width of unit Wt. 5. Height of exterior wall -' R" ft. 6. Height of roof peak ft. 7. Roof slope, 8. Weight of unit (W) lbs. 9. Distance between chassis members 10. Foundation design concept (See Appendix A) (C1-C4; E1 -E8; or I) CMZ E 3 ' i r 0 493.0'.3 5. I lave Pcrmits..becn.provided. .:. ,, :. yes no ! (Perntits'miist be�obtained for any alteration of the building site in a flood protection arca.) G. Provide geotechnical report in areas of known high water table': (201-4) yes no 7. Provide*geotechnical'iepon if adverse site conditions-- are found or suspected. (203) . yes n0 g. Providc site -drainage plan complying with CABO R301.3 or local requirements. (301) yes no 9. Provide fill specifications if site is to be prepared with earth fill. (303-2) yes no 10. if a geotechnical report is required, what is the net allowable soil bearing pressurc? (202) psf ] I. if no advcrse-soil conditions are known or suspected. and if the home is individually sited, assume a soil hearing pressure of 1000 psf. and use this value when a determination of soil bearing pressurc_is called for. 1000 psf. h/s9 E - 2 APPENDIX E OWNER'S SITE ACCEPTABILITY WORKSHEVT Owner's NameEnt, l)A YES Address ?:l 4A4,-_114 Telephone: -------------- Site Location: sAA I -lave you provided a copy of a map pinpointing the site? yes Have you submitted a foundation plan? es no (See #10 of Manufacturer's Worksheet) Preliminary Site Information Before approval of the site can begin, the applicant must provide preliminary site information to the field office. Refer to Chapter 2, "Site Acceptability Criteria" for clarification. I. Provide survey results showing existing grade elevation. (201-1) 2. Is the building in a flood -prone area? (201-2) If the answer to 2 is Yes, answer 3, 4, & 5. If answer to 2 is No, answer 6, below. 3. What is the BaSAOlood Elevation? MW—t is the Flood Protection Elevation? 4. Has approval fordrainage, grading, and henning been obtained for flood -prone sites? yes no yes no ft. ft. ft. �loT/o,PA/,VAG AZAA1 A� �_lr r%/�YdS FOUNDATION PLAN U8' • V-0' I z�� R b tPEK COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIF:•` 534-4y41-----" z CERTIFICATE OF OCCUPANCY This riiobilehome has been installed in accordance with therequirements of -theNCalifornia Administrative Code, Title 25, Chapter 5, under permit number 6--2 54-2-2 for the following location: _9A .J_/�GN ('/ Owner Owner's Address Gi�Ly/1� r Model7 YearMobilehome Mfg.T/l P Insignia No. n fin% Serial No. It is hereby certified for occupancy at the above described location and may be occupied. I i Directoreof Public Works Date %� /'�/ % �% By 6_�AXDi�`"// �-/ ! p�/!/b✓/ HIS CERTIFICATE IS VOID WHEN MOBILEH,OME IS RELOCATED, PERMIT NO.' 5404-7P,E PERMIT EXPIRES OWNER Twiman B. Johnson CONTR. owner 34-74-36 LOCATION (A.P. ) 236 Apache Cir., lot 216,-KR#3, Oroville I Temp. Power Pole Called PG&E Temp. Elec. Serv. Called PG&E Temp. Gas Serv. fl Called PG&E OB FINALED* (Date c (Signature) Mesh / \ I / M scra ch Heatida 8 wn Coo ng FY(n D is erior Lath Ventilation oor Closer Final MO ILEHOMEUTILITIES•-------•---------- Elec. Service Water Piping i Sewer 111V Y E MEI ST LAT N --------------Support CPQ. Water Piping ,�P- Drainage DATE L �7 " REMARKS OR CORRECTIONS 5 ��T Sl ,o2P� X60 q Grd. F It Prot. Servl T mp. Pole oder round Permanent Final Elec. Pedestal -)07 Gas Piping Elec. Continuity Gas Piping ooh- o -/ — (NOTE: An entry must be made on this form each time you visit the job site.) COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS • BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING Se back Fir all SII Piping Forks Para is t Floor MaN Bldg. Restro Finish 2n\V Floor Fo tins Windows 3rd ioor Ste all Siding To out Slab Roof Sheath Water Pi n Piers Roofing Sewer Garage Fdn. Vents Fixtures Footin s Stemwall Garage Vents Insulation N Water Htr. Heaters Slab Carport Footings Prov. for ph sically handicapped Conformance of ex. V structure y Appliances Gas Piping & Test Temp. Gas Slab Final Sanitation Patio F REPT CE Final Footin s Footing E CTRI AL Masonry Walls Throat z Rough Reinf. Steel Final Fixtures Bond Bea FIRE SPRINKILE4 Motors Framing Test Water Htr_ Mesh / \ I / M scra ch Heatida 8 wn Coo ng FY(n D is erior Lath Ventilation oor Closer Final MO ILEHOMEUTILITIES•-------•---------- Elec. Service Water Piping i Sewer 111V Y E MEI ST LAT N --------------Support CPQ. Water Piping ,�P- Drainage DATE L �7 " REMARKS OR CORRECTIONS 5 ��T Sl ,o2P� X60 q Grd. F It Prot. Servl T mp. Pole oder round Permanent Final Elec. Pedestal -)07 Gas Piping Elec. Continuity Gas Piping ooh- o -/ — (NOTE: An entry must be made on this form each time you visit the job site.) S 9. Electrical A. Is service large enough to provide adequate amperage -to mobilehome (must equal rating of mobilehome with a minimumof 1 amp) and other facilities on lot, i.e., water pumps, garage, cabana, etc.? Yes_ No 1�Is there proper clearances around panels? Yes L -No_ Is power supply cord,or feeder assembly properly fused? Yes -c-1 No_ D IsAontinuity test satisfactory as per the following procedure? Yeses /No1! De -energize electrical wiring system of the mobilehome at the pedestal_ 21 Make sure that the power supply cord or feeder assembly conductors, including neutral conductor, have been disconnected. ,3,1 Switch all breakers and switches in the mobilehome to the "on" position. 4. Connect one lead of a test instrument to the mobilehome grounding conductor and apply the other lead to each mobilehome supply conductor, including neutral. All non-current, carrying metal parts of the mobilehome (aluminum siding, gas line, ,water line), including fixtures and appliances, shall be tested for continuity from such equipment and the grounding conductor. 6,/Upon completion of the above procedure, the power supply cord or feeder assembly conductors shall be connected to the site service equipment. A further continuity test shall then be made between the grounding electrode and the chassis of the mobilehome. tpon satisfactory completion of theelectrical tests, the lot or site service equipment may be approved for energizing. aa6�t-%s job card signed by Health Department for water and sanitation? 11. If everything okay, sign off card and tag services. MOBILEHOME DATA Manufacturer and/or Namestyle %%W j/ALiL E Length Width Vehicle Serial No. State Identification No. L. F�,� o�s e,/9'4: 030 4Ej fo S Additional Information or Comments: I ' l MOBILEHOME INSTALLATION INSPECTION CHECK LIST 1. Is the mobilehome located wit required separation from lot lines and buildings and generally conform to plot plan? Yes No 2. Does the mobilehome have.required clearances above ground? (Sec.5085) Yes— /wo 3. Are footings and supports properly sized, spaced, and braced as ,r_ plans? (Note possible variation at spring shackles.) (Sec. 82 & 5083) Yes— No 4. Is the mo ilehome level? (Sec. 5088) Yes_ No 5. If m than a single unit, are crossover connections properly installed? (Sec. 5088) Yes No 6. Water A. Is tle ble connector of adequate size and properly, installed (1/2" ID min.)? (Sec. 5566) Yes_ No B. Test - Does water piping withstand working pressure or 50 lbs, air test? Yes^f/ <o C row - If coach is not State of California approved, does station have backflow device Xdpd pressure -relief valve? Yes No 7. Wastes and Drains A. Is connection made with Schedule 40 DWV and have flex connectors at each :end? i�,e"s`- No �� — B. Does it have minimum per foot slope and is it properly supported. Yes No C. Are' -any leaks detected in drainage system after running 3- allons of water through each fixture including washing machine standpipe? Yes No Djcoach is not State of California approved, does station have required trap and vent? es No 8. Gas Pip inand Gas Vents A. Conned or - Is mobilehome connected to the gas pply with an approved 3/4" minimum mobileh a connector not more than 6 ft. to Note: All piping is to be at least as large as a mobilehome gas line inlet w out reductions other than the mobilehome connector. Yes No B. Test OK as perollowing procedu Yes— No 1. Open all appl4ance connecto valves. 2. Shut off applian burne and pilot valves. 3. Air test with manome r to 10"-14" water column, or test with slope gauge (minimum 6oz.-maximum 8 oz. ca 'brated in tenth pound increments. Test for 10 min. without drop. 4. Connect gas ter to mobileh a with connector, turn on gas, test connections with soapy wate . C. Are all ap iance vents properly insta ed? Yes No COUNTY -OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 touniy Center Drive — Oroville, California 95965 Telephone: 534-4541, APPLICATION AND PERMIT �cYicocn lPUVVS VI the L.Uuniy VI culle to enter upon the abov entioned property for inspection purposes. X/,r Date Signa of mitee o Age\t Receipt No. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant 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. DIREC OR OF P BLIC WORKS BY k, Date — 7 B7�Wpermit expires Date _ /� BUILDING Owner Twiman B. Johnson SQ. FT. OCC. BUILDING VALUATION Mailing Address Telephone No. Fireplace Contractor Carneros Mobile Transport Total Valuation Mailing Address 12 0 E1 Capitan Permit Fee Plan Checking Fee&/or Penalty Napa, California 94558 Telephone -411 Permit Fee $ BuildingAddress 236 Apache Circle PLUMBING No. @ FEE PERMIT FILING FEE $3.00 Oroville, California 95965 Each Trap 1.50 Repair drainage or vent piping 1.50 Lot 216, Unit 3 — Kelly Ridge Water piping 1.50 Each gas water heater or vent j 1.50 A. P. No 3 — — Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Fees W.C. ire Dept. I Fire Zone Use Permit Building sewer 5.00 EQA Plans Parkin Decla ation Parcel Map 60' R/W Improvements Lawn sprinkler system 2.00 Bldg. Plans Rec'd Parcel ApP - Plan A pproval Permit Fee $ $ NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Installation L D Y .Q. 14 ( Main service 600V OR LESS 100 AMP OR LESS 5.00 0 Main service EA. ADD'L 100 AMP 2.50 Single Family ❑ Duplex Mobil Home ❑X Others ❑ Main serviceOOEAMP oR LESS 25.00 Main service EA. ADD -L 100 AMP 1.00 NEW CONST. DWELLING CCUP. & OR ADDNS. ( ACC. BLDGS. ) 2�syft NEW CONSTR. MULTI -OUTLET NON-RESID. BRANCH CIRCUITS) 2.50ea NEW CONSTR. (POWER APPARATUS & NON-RESID. SINGLE OUTLET CIR. , CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Carneros. Mobile Transport Ex. Occup(OUTLETS OR FIXTURES) @251464 Ex. Occup. ( OUT ETS P(RESID )KEA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. 259159 Classification C--61 Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not em p Io an employ y person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No.1 @ I FEEPERMIT FILING FEE 1$3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Mobile Home Installation 30.00 PERMIT FEE TOTAL $ 30.00 �cYicocn lPUVVS VI the L.Uuniy VI culle to enter upon the abov entioned property for inspection purposes. X/,r Date Signa of mitee o Age\t Receipt No. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant 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. DIREC OR OF P BLIC WORKS BY k, Date — 7 B7�Wpermit expires Date _ /� MOBILEH0TAF. SUPPORT DATA Mobilehome Mfr. Mountain Valley Howes Setup.Model No. 2BDR LPK year 1978 NET Width 24 (ft.) Length. 60 .(ft.) EXpand& Size -0- ft.x '0' ft. (Draw support details below) On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets (if not on file with the County of Butte). Center Support Footing Sizes ,(in.) k 24x q .� i 24 x 3Q (in.)(in.) lo'j V in. .(in.) (in.) Ff/t iin) I S e - *If center piers are other than dram above, draw in locations, spacing, and dimensions. 05 Footings (check. one) /3 1. Wood either . pressure treated or fdn-. grade. �[ 2. Concrete pad. 3. Other, -specify Supports (check one) 1. Concrete:;�block 2. Concrete~:;piers 3. Steel piers 4. Other, specify Typical Support �3_n. Footing Size in . -.,,6_j -- Max. Pier Spacing I �t5. in.) I Max. Overhang LJI BUTTE, COONTY: BUILDING- DEPARTMENT' VEb AYricv v �� BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center_ Drive,._.Orov-ill.e., CA. PHONE: 534-4541 MOBILEHOME INSTALLATION SHEET 1. Owner's name: Twiman B. Johnson Lot 216, Unit 3 2. Installer's name: Carneros Mobile Transport 3. Is the site currently under permit? Yes 7 No / / (If yes, furnish permit number 5404-77P;E ) OR Is the site an existing site? Yes / / No //% f. (If yes, furnish two (2) plot plans.) 4. Will the mobilehome be located at least 5 ft. away from septic tank and leach fields and clear'of all setbacks and easements? Yes / X/ No (If no, clarify 5. What is the mobilehome electrical rating? ----------------------- 200 Amps 6. What is the mobilehome site service rating? --------------------- 200 Amps 7. What is the mobilehome site circuit breaker rating? ------------- 200 Amps 8. Is there any other electric load to be served by the mobilehome site service? --------------------------------------------------- Yes / / No / X / (If yes, identify the load and size: (Load) -0•- (Amps) 9. What is the mobilehome site gas pipe size? 10. What is the type of gas service? ----------------------------- Natural / / LPG 11. What is the gas pipe -length -from meter..or tank. to the mobilehome?. -0_ (ft.) 12. What'is the•mobilehome_gas demand? ------------------------------ -0 (BTU) (TLs"Ariforniation not required if pipe length less than 6 ft. on natural gas or less than.50 ft...on`LPG.) COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 440� 7 7 Telephone: 534-4541 . APPLICATION AND PERMIT ?� /70 3 �9/• " "Y Date Receipt No. O White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant Bu l Ing permit expires Date BUILDING Owner Toiman B. Johnson SQ. FT. OCC. BUILDING VALUATION Mailing Address 2210 — 47th Avenue Oakland, CA. 94601 Te5V-2% °6115 Fireplace Contractor (Owner) Total Valuation Mai I i ng Address Permit Fee Plan Checking Fee &/or Penalty Telephone No. Permit Fee Building Address 236 Apache Circle PLUMBING No.1 @ I FEE PERMIT FILING FEE $3.00 Oroville California 95965 Each Trap 1.50 Repair drainage or vent piping 1.50 Zoning . eri Ice ion nl Lot 216 Unit '3 — Kelly Ridge Estates Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. 34 — 74 — 36 %2T ZO Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 F s n I FireDept. FireZone Use Permit Building sewer 5.00 EQA I ParkinPlans Declaration Parcel Map 60' R/W Improvements Lawn sprinkler system 2.00 Bldg. Pans Recd 'la PZarce Approval Plans Approval Permit Fee $ $ NEWADDITION ❑ ❑ UTILITIES OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE J$3.00 Main service 100 AMP ORV OR LESS5.00 Main service EA. ADD'L 100 AMP 2.5'50 Single Family ❑ Duplex ❑ Mobil Home E3"' Others ❑ Main service OVER 1100 AMP OR LESS 25.00 Main service EA. ADD'L 100 AMP 1.00 1 _ SQ. FL MINIMUM FOR MOBILES NEW CONST. DWELING OR ADDNS. ( ACCLBLDGS. OCCUP. &) 20sgft NEW CONSTR. MULTI -OUTLET NON-RESID, BRANCH CIRCUITS) 2.50ea NEW CONSTR ( POWER SINGLE OUTLETTUS.& NON-RESID. CIR CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Ex. Occup(OUTLETS OR FIXTURES)@29Q 109 Ex. Occup.(FIXED OUTLETS P(RESID,)REA) 2•�0 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 ® am exempt from the Contractors License Laws of the State of California. Permit Fee $AF.a-Ll WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ 1 have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. 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 the Workmen's Compensation Laws of California. MECHANICAL No. @ FEEPERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Perm i Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X to ' � Signature of Permitee or Agent TOTAL PERMI FEE 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. DIRECTOR T7UBLIC WORKS /70 3 �9/• " "Y Date Receipt No. O White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant Bu l Ing permit expires Date C 0 ® ASSOCIATES � ENGINEERING CONSULTANTS. 2060 PARK AVENUE OROVILLE, CALIFORNIA 9598.5 PHONE (9.16) 533-6/.•.-57 James. Glander Department of Public Warks. 7 County Center Drive Oroville., California 95965 Re: 77551.. November 14, . 1977 Dear Jim: Compaction test results are enclosed for mobile home site preparation at Kelly Ridge Estates for: McCaule KRE Unit 3 Lot- 134 <0:--J ohnson KRE Unit .3 Lot. 216= 34f -74 `-3� —Stribling KKE Unit 4A Lot 84 Salier KRE. Unit 4A Lot. 55 Johnson & Maedge KRE. Unit 3 Lot. 207 Representative tests indicate that the 90% relative compaction requirement has been satisfied.. A location map is attached.: Very truly yours, COOK ASSOCIATES Lew Hiatt LH/cap Civil Engineer Enclosures _. �. ;:: ". ,_c?:7 K. 'mac:. !:�. .IOE E. �. C, •: r.;• F. DAN J. COOK C. E. Client Johnson COOK SS®CAATES Project KRE Unit 3 Lot 216 ENGINEERING CONSULTANTS nuclear in -Piave Job No. 77551 2060 PARK AVENUE ®�'�1561`L ��5� Kimbrell 'Moisture OROVILLE , CALIFORNIA 95965Y Operator (91 6) 533 — 64 57 TEST NUMBER I 2 3 4 5 6 7 8 9 10 TEST DATE 11-4-77 11-14 lstLift 2ndLift TEST 1' Fill 2.8'Fi11 LOCATION NE Cor. NE Side FINAL MODE a DEPTH 8" DT 8" DT MOISTURE COUNT 945 981 MOISTURE .COUNT RATIO .683 .690 MOISTURE 16.75 1D D. 0 DENSITY - COUNT 238 234 DENSITY COUNT RATIO .901 .893 WET DENSITY PCF 134.5 135.0 DRY DENSITY 122.0 PCF 117.75 118.0- 18.0% 10.6/ %MOISTURE 14.0 14.4 OPTIMUM DRY DENSITY PCF 1 32.0 132.0 OPTIMUM 1 1.0 9.2 MOISTURE % RELATIVE 92 COMPACTION 90 /89 DAILY ' STANDARD .COUNT COMMENT: DATE MOISTURE DENSITY 11-4 1383 264 11714 . 1420 262 LOT 2i&- _�c�� UNIT 3 . joV4N sON . ��• 0 / � �• sEr-.aA cit 2 O 200,.r -IP.. O D P.D=SIAL , /�,Q� �'/ GR=AKAR _ ,`~'�•\ "L � �� •� '�� vim- SET .GACl; '`� � ` � �•. \•�•;: U, EAS�ME/V7- OC) r:tjL::7 MOBIL- ADDED 10-3--7-7 PD.TD. p - Imo=_-__----• PI`RMIT NO. 549-78B PERMIT EXPIRES OWNER Twiman Johnson .CONTR. Holmes Mobile Home Service, Bangor ;LOCATION (A.P. 34-74-36 216 Apache Cir., lot 216, KR#3, Oroville D Temp. Power Pole Called PG&E Temp. Elec. Serv. Called PG&E Temp. Gas Serv. Called PG&E OB FINALED . (Date (Signature) (NOTE: An entry must be made on this form each time you visit the job site.) `- COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS _ BUILDING INSPECTION RECORD BUILDING BUILDING,f(Cont'd) PLUMBING Setback C; �✓ Firewall Soil Piping Forms Parapets 1st Floor Main Bldg Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwall Siding To out Slab Roof Sheathing Water Piping Piers Roofing --Z '- Sewer Garage V Fdn. Vents Fixtures Footings Stemwall A Garage Vents14 Insulation Water Htr. Heaters Slab Car ort p Footin Slab Prov. for physically handica ed Conformance of ex. structure Final Appliances • Gas Piping & Te t Temp Gas Sanitation Patio FIREPLACE Final Footings — — Footing ELECTRICAL Masonry Walls Throat Rough Reinf. Steel Final Fixtures Bond Beam FIRE SPRINkLERS Motors Framing Test Water Htr. Stucco ocFinal Subpanels Mesh MECHA AL Grd. Fault Prot. Scratch Heating Service Brown V Cooling Temp. PoI Finish A Ducts Under roup Interior Lath Ventilation Pennanen Door Closer Final Final MOBILEHOME U ILITIES ----------------- - Elec. Service Elec. Pedestal Water Piping Sewer Gas Piping 1 EHOME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS (NOTE: An entry must be made on this form each time you visit the job site.) COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS -7 County Center Dribe - Uroville, California 95965 - Telephone: 5344541 APPLICATION AND PERMIT UUUnnlcc IePlIC eIItGtives UI the County of Cotte to enter upon the above -m ntioned property for i ection purposes. XDate 2 % Y ign , re of Permitee or Agent Receipt No. f 610-IX7 White-D.P.W. _ Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant 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. DIRECTOR OF/15tBLIC WORKS By Date—�P Buil ling permit expires Date —,9' 7 BUILDING %ow, 72� SQ. FT. OCC. BUILDING VALUATION Mai I i ng Address Telephone No. Fireplace Contractor 11h I Al - 06I.LEayl- I Total Valuation Mailing Address �� Permit Fee Plan Checking Fee &/or Penalty Telephone No. r Permit Fee $ Building Address PLUMBING No. @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 cX Repair drainage or vent piping 1.50 /V 1� 3 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. L r '?V-3(,; Zoning 8 Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 F WSJ W i t n Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA IParking Plans Parcel Dec ration Parcel Ma 60' R/W P Im Prove nts Lawn sprinkler system 2.00 Parcel Approval Plans Approval Permit Fee $ $ NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service 600V OR LESS 100 AMP OR LESS 5.00 Main service EA. ADD'L 100 AMP 2.50 Single Family ❑ Duplex ❑ Mobil +come 471 Others ❑ Main service R 600V 1100EAMP OR LESS 25.00 Main service EA. ADD'L 100 AMP 1.00 NEW CONST.DWELLING OCCUP. & OR ADDNS. ( ACC. BLDGS. ) 20sgft NEW CONSTR. MULTI.OUTLET NON.RESID. BRANCH CIRCUITS) 2.50ea _ oAk NEWCONSTR. POWER APPARATUS Q NON .R ESID. (SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name sty�I� �of: I&I, � �� I L -E' ! & '%Ldi ce_ Ex. Occup(OUTLETS OR FIXTURES)50 @25C 104 FIXED APPLNS. OR Ex. OCcup.(OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 / License No..%,37/ Classification s.,, Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. $I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. ElI certify that in the performance of the work for which this permit is issued I shall not em P to an employ y person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 1 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE $ UUUnnlcc IePlIC eIItGtives UI the County of Cotte to enter upon the above -m ntioned property for i ection purposes. XDate 2 % Y ign , re of Permitee or Agent Receipt No. f 610-IX7 White-D.P.W. _ Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant 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. DIRECTOR OF/15tBLIC WORKS By Date—�P Buil ling permit expires Date —,9' 7