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HomeMy WebLinkAbout068-030-1660 68-03-166 A�46 DA HANNCard . i ve,-Oroville 1'I V�Lt�J Permit#2153-88B,E(lear� arage) f 94 68-03-166 E: Perry 2253-88E(ele/aara.ne) .._. 068-030-166 r' PERMIT#95-2339 HANN FAMILY TRUST 61 Candy' Dr. ; Oroville' b Mobilehome'Utilities - ELECTRIC • j 00 - frA JP A! GAS LINE LPG s COMPACTION TEST REQ l�lD SUPPORT STRUCT REQ f Jo 068-030-166 PERMIT#95-2520 HANN FAMILY•�TRUST 61 Candy Dr.; Oroville Cont; Al Carl Mobilehome Installation / s 068-030-166 02-2572 IN HANN FAMILY TRUST 61 CANDY DR., OROVILLE CONT: TOM ELIZALDE DECK (12' X IT) d2-31/7 . HANN FAMILY TRUST, WAYNE ELDA 61 CANDY DR., OROVILLE INALED CONT: LIFETIME EXTERIO S o G -6Z EX MH PERM FND EX SITE .i 7 n NOTES TI? RESIDENTIAL D67-030;1 6Z.�1/7�' PERMIT NO. ! - HANN FAMILY TRUST, WAYNE & NELDA i 61 CANDY DR., OROVILLE CONT: LIFETIME EXTERIORS EX MH PERM FND EX SITE THE HCD FORM 433A FOR THIS MH CANNOT BE RE( ORDED UNTIL ONE OF THE FOLLOWING HAS BE!' --,N TURNED IN TO THE BUILDING DIVISION: (1) LICENSE PLATE(S) OR DECAL (THE _ INSPECTOR MUST RETREIVE). # (2) STATEMENT OF FACTS (ONLY ON NEW ' MH'S). INSPECTOR TO VERIFY SERIAL & LABEL #'S. 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date)/ -2-4/02 Signature CHECKED BY J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 48. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 5. Stemwalls, Main; Steel-Blockouts-Wrapped 50. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 7. Slab, Steel -Wrapped 52. 8. Piers -Fireplace Ftg.-Steel i 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Property Line Firewall & Openings 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 54. 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 13. Plenums & Ducts; Clearance -Material -Support -Ins. 56. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation Siding -Nailing Veneer 16. Insulation 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection Insulation -Walls -Ceilings 19. D.W.V.; Test Fittings & Anchor -Nail Protection 63. 20. Shower Pan; Test, First Floor -Tub Access Date 21. Test Tub & Shower, Second Floor -Tub Access Card B-1 Date Card B-1 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date FINAL (Plans) OK except #'s Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 67. 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. G.F.I. & Bath Fixtures & Tub Access -Spa 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 70. Stairs & Rails 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 71. Fireplace or Stove, Clearance -Hearth 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes ❑ No 72. Elec. Outlets at Wood Panel, Int. & Ext. 32. Service -Riser Conductors & Ground Main Disconnect 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 33. Equip. Clearances Panels-Motors-Mech. Equip. 74. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Garage Fire Door; Swing -Landing -Closure Date Card B-1 Date Card B-1 r,Qate Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 78. 36. A.C. Ducts Insulation & Support _ 37. Vent Fan, Exhaust above insulation Elec. Receptacles in Garage (F.F.I.)-Romex Protection 38. Condensate Drain & Overflow, Size & Grade 80. 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Clearance Looked under Floor O Yes 41. Sills Proper Materials & Anchors 83. 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) A.C. Unit Disconnect, Electrical -Plumbing 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 86. 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.=Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. 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 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes _ 83. Following Instld./Drive O Yes O No/Walks O Yes O No/Planters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler 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: J=OK 0 =, Not OK . = NotReadya61e MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P' L 'ft. / P Nat. or/ /" L "ft./ P LPG MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors 7. Well Clearance & Disconnect Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 8. Utility Clearance 7. Electric ` 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Date Roof; Shthg-Roofing Card B-1 Date Card B-1 Date 12. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Date 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line Setbacks -Easements 3. Gas; MH Test -Demand -Valve -Connector I 3. 4. Electricity; MH Test -Crossovers -Breakers -Clearances Elec.; Receptacles and Lighting, Distance-GFI 5. Drain; MH Test -Fall -Flex Connector 6. 6. Water; MH Test -Regulator -Connector Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 7. Water and Sewer Connected -C/O to Grade -HD Approval 9. 8. Gas and Electricity Tagged Plumb.; Cir. Test -Water Supply Test 9. Tie Downs -Type -Installation Cert. 12. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERY�NENT END SYSTEM (ONLY) Zoning Requirements -Setbacks -Easements ootings; Size -Spacing -Marriage Line ,3. c ing (was; MH Test-Bemaed-Valve 5--E es Water MH Test" ater and Sewer Connected Gas and Electricity Tagged xits 11 icense. Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 *0-, Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric ` 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability I 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI . 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure: Fencina-Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 *0-, COUNTY OF BUTTE M BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES '411 Main Street • Chico, CA- (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 1. CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date �%/1%Z Inspector �� REV 10/92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISI 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75 UMU NO. (Rev. 12/96) APPLICATION AND PERMIT ASS ESSOR PARCEL NUMBER 068-030-16 ZONING BU INGPERMIT OWNER HAM F - TELEPHONE SO. FT. OCC. BUILDING VALUATION 1456 R 78624.00 . OWNER'S MAILING ADDRESS 60 CAM DR. Y OROVITI.E., CA 95966 CONTRACTOR'S NAME LIFETIME EX=RTORS- TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $789624.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee 545/2 $ 272.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDINGADDRESS 61 Energy Plan Checking Fee $ $ PERMIT FEE $ 315.50 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: EX MEI PERM FND EX SITE Gas piping system 1 - 5 outlets 15.00 1b. 00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 50.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service zaOA OR IESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in fU orce and effect. i License Class Lic. No. �1 '—OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A To t000A 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( & ACC. BLDS. s0 3.50FT. Noµp.,.T" MULTI.OLRLET Qa 7,50 a ONI.EE.R o T Ic R. Ex. Occup. OUTLET OR FIXTURES Bn� �':s�o FIXED Ex. Occup. ouT rs A=.Dew 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 P Inspectu,0 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall 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 comm ly with those provisions. ����,_ �of X Dat �l � Sant - ❑ .Owner ❑ Contractor Agent Aquired for excavations over 5'0" deep and demolition or construction "permit of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee Is Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 365.50 HAZ. I D. FEES IMP FLOOD CDF This permit is hereby issued under the the Butte County Code and/or Resolutions indicated above for which fees have been By �;T D PERMIT EXPIRES ON applicable provisions to do work paid. to I -S Date ReceiptNo. 36412� S sn WHITE-D.D.S.-B.D. CAiJA�S SOR PINK -INSPECTOR GOLDENROD -APPLICANT `.,�'c""",�'f�+2R`iR'^�3"''�'�,'_ ' �'" 9"'"'""T�I''"it^�wtti*�aP1+ ,�'k���^►,..�� Vr �"'...-".`�._ COUNTY OF BUTTE -DEPARTMENT OF 7 County Center Drive, Oroville, CA 95965 Phone PERMIT APPLICATION OWNER: ► 1 Proposed Building Use: ,Y --)(-1V ) k k Items required in order to apply for P. UILDING DIVISION 8-7541 Fax (530)538-2140 -SHEET ]MRF.R Gia. ,J.'?& M U+1r Counter Technician: it. All boxes MUST be checked OR NA in order to apply. N 1.. Plot plans, 3 or 4 sets, signedAy the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans,'(B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate .................................. ❑ 9. Plot plan and business license approval from the City of Biggs ...................... :............. ❑ 10. Letter of intent for non-residential buildings............................................=.........: .. ❑ 11. Detached Accessory Building Form filled out by the owner.......................I ............. ❑ 12. Hazardous Material Form.........................:....................................... "{............ ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ 15. Statement of Intent for Non -heated and A/C Buildings .................... ......................... ❑ 16. Sanitation and plot plan approval from the Environmental Health Department in ❑ 17. City of Chico Plumbing permit......................................................................... ❑ 18. California Department of Forestry plan approval ❑ paid. Sent_ by: ...................... ❑ 19. Planning approval for (A) Use: (B)Parking: . (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... q j I. Encroachment Permit for driveway from the Public Works.Dept. (construction approval prior to occupancy). 2 re -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization..................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .:.................................. ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Ex'sting violatio s and/or expired permits .............................................. ❑ 30! Grant Deed .H. Title/Statement of Facts, etter from Legal Owner, ED to H.C.D. $ ❑ 31. Other: . When issued Telephone cs and hold for pickup. r I have been informed of the above ite s and requirements for obtaining a building permit. , Applicant: Date:ER 1. Index permit appli ion for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the ab e daya by ❑ phone, ❑:''mail, ❑ counter� by Date: Plans reviewed by: Date: /� /s Plans approved by: /7�} Date: 2 Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Buildine Division PRE -INSPECTION REPORT OWNER- DATE: ' 'LC%� LOCATION: 0 A.P. PRE-INSPETION ltd DATE TO INSPECTOR: PERMIT HISTORY:( ) NONE OAS Building Description: a BUILDENG INSPRCTOR'S REPORT C =nercial/Usage: Residential# of Units: Currently Occupied t Abandoned/Vacant- Electric: bandonedNacantElectric: Yes � No Electric currc: ttly On Off Condition Gas: ZONING: Natural Propane v None Currently On Off Obvious Problems: D Sanitation: Plumbing Worldn _ Well Workinst Potable Water _ S Obvious SewageProblems _ Comments: ACTION RECOMMENDED: ISSUE: V HOLD FOR Inspector. Date 1 Z'OL Sketch buildings on reverse and indicate location on pf opert -03-166 s6 sa t . .. 68 �...: _ FAY %j A _ rte- ' ` T � ' S Can i ve, Greville Permit#2153-88B,E z arage) 68-03-166�w� Per .22.53-88E(ele/earage) i:J 068-030-166 PERMIT#95-2339 HANN FAMILY TRUST 61 Candy Dr., Oroville Mobilehome Utilities ELECTRIC j 0� fit P GAS LINE L P Cs��` COMPACTION TEST REQ LA, s. SUPPORT STRUCT REQ &o 068-030-166 PERMIT#95-2520 4 HANN FAMILY,TRUST 61 Candy Dr., Oroville Cont; Al Carl Mobilehome Installation 1 068-030-166 02-2572 HANN FAMILY TRUST 61 CANDY DR., OROVILLE CONT: TOM ELIZALDE y DECK (12'X 12) � �"�, �t. -♦� >r > .sits s-;: .ki `si � � a. Y `4,. � �., �.. � ...7- .�� - F.: � t � -F f. ;' .. '* .r�. �i ti * � '.�S �.�.•.:.�', . �.�. _; r.,--, �.-��L'�h. � ;,::�k �'' b.uhak _ i. .�,,� d-- �.+Ac amu. ..a' � - :;..�. C �'. '9 y" { >c l - � ".' -� h-�4��-,i`-'� sz _ '}` `�' ` 9 's•� .rte '.;�^,.. - _ r_ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive III Oroville, California 95965 • Telephone (530) 538-7541 Rev. 12196) APPLICATION AND PERMIT PERMIT NC A.SSESSORPARCELNUMBER 52 0 4D ZONING OWNER BUILDING PERMIT _ �' � i HONE SO. FT• O C. BUILDING VALUATION OW EAS I COM CTO SNA E TE NO E -- CONT T R MAI NO ADDRESS 6y �b S9 6 �1 CONSTRUCTION LENDER U: NER DS MAUUNG ADDRESS ARCHITECT OR ENGINEER ARCHITECT OR ENGINEERS MAIUNG ADDRESS BUILDINGADDRESS } _ LOT NO. I SUBDIVISIONS NAME PARCEL MAP USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome Other // SPECIFY TYPE OF WORK New ❑ Addition ❑ Remfo_del ❑ Utilities ❑ Installation s❑—Oth .Describe Work: ft " PSMIT FEE PAU> SHERIFF � OTS S IlJ4lWW RECEZI b = S•SZ� •RST Num �� ��� " TO rvr INTO COM'VTM Fireplace Total Valuation b ! 1 't Flirt Feeb Permit Fee b Plan Checkin Fee b Energy Plan Checking Fee b S PERMIT FEE $ PLUMBING PERMIT Each Trap Solar or heat pump water heater Water piping Each gas water heater or vent Gas piping system 1 - 5 outlets Building sewer Mobile Home I S G w PERMIT FEE S ELECTRICAL PERMIT Main Service 000V OR LESS 200A OR LESS Main Service 200A TO 1000A NEW CONST. / 0\N9.UN10 OCCUP. OR AODNS_ 1 2/0`.00 cling Fee' 20.00 7.00 23.00 15.00 15.00 1 5.00 1 5.001 @20.001 ng Fee; 20.00 23.001 46.0011 3.5C501 Ex. OCCUP. r OUTLET OR FDnUR Ex. OCCU OUTS q10 OR BAL .30 5.00 Temporary Service P3. Mobile Home Facilities 20.00 Mis Wirin I"7 _ 23.0011 PERMIT FEE 1 $ 1 MECHANICAL PERMIT I Flina Feel 20.00 I Hood ---�, 11 6.501 PERMIT FEL: I S Mobile Home Installation Fee S Energy Inspection Fee I b OCC CONST. TYPE TOTAL FEE $ 36S,5o HA2. I D. FEES f IMP I FLOOD I COf I PARCEL IPD I ND ; NSSLE This permit is hereby issued under the applicable provisions Of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By ReceiptNo. PERMIT EXPIRES ON WHITE-D.O.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR OOLDENROO•APPLICANT Date FEB1`I J 1l Fr��?i`1 1'1NICjH HQI'lE � L 0 ��_}����,"�r, x,�++2v dRC�.s`'$,`y��i� .�-, w�+'"��'� � . T'" � �' ''+.'�'�,�'J�ns�• �.r�""Pv��c, ���a+{c�rs(�b - � WAYNE �NELECDL c�-W ���`^ -' X60 CANDYDR �`"5-5��`'pROVILLE�CA M. �;r Fay totthe �r �alm ����a�.�£ 8�h'� +�•��' .cJ�il..P[(���'7� kige t.rt Csf "€` xti�ze�✓� �� Butte ��O _W = Communtty�c b;w' �sSOM BdA�C aY�`4yYL� .°�"`-T s pr.��.rF r r ik-.-rFrS 4i" r.,.u''r hY "� .H•�'-` � _ f ( 1 ��..�a�i'i�.fAJ ' F f. _ , Y1U353�13�HANK3 eo-,zoooisoa "0>Date(' b � �s��. 'wi ham' t.'f b� �R 'rt' '� -- wR 's'y'�s'� L,p -'' • r Z'-� Y; ROVILLE . •�22271MYSTFIFE A •'.:..'.RXM ��.�+_.. 4 °� i• L�2�L�'L4�2'0��2r5�;Or200�L �O(iarke /bMCRnn ^ �J`a,.'' ._r.fv�� r.~ .�...-•�r...o.�....��.�.....�.— 'pe�78x7e4 t t7 sf' '�•,'. -a-.a -. ,� m•'s/^��f, 34a/ASS. y .+r'>-i"-a4.-� -.�o°r4 .1' P 7 as .3j•�ii L�27�8�?�n 0} ,�, .� ;-� �.�.( �'' _..r .+ ..�� RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 27 -Nov -2002 2002-0065008 Has not been compared with original BUTTE COUNTY RECORDER SPACE ABOVE THIS LINE 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. WAYNE E. HANN AND NELDA M. HANN BUTTE COUNTY BUILDING DIVISION REAL PROPERTY OWNER/LESSOR LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 60 CANDY DR. 7 COUNTY CENTER DRIVE MAIIJNG ADDRESS MAH24G ADDRESS OROVILLE BUTTE CA 95966 OROVILLE, BUTTE, CA 95965 crrY COUNTY STATE 23P CITY COUNTY STATE ZIP 61 CANDY DR. 02-3117 (530)538-7541 II4STALLATI0N MAIIJNG ADDRESS, IF DIFFERENT BUIIA EIjZM NO. TELEPHONE NUMBER OROVILLE BUTTE CA 95966 11 26 02 CITY COUNTY STATE ZIP SMNATURE OF LOCAL AGEN DATE SAME NONE UNIT OWNER (if also property owner, write "SAME") DEALER NAME (if not a dealer sale, write "NONE") SAME NONE MAILING ADDRESS DEALER LICENSE NO. CITY COUNTY STATE 21P UM DESCRIPTION CHAMPION 1994 WOODLAKE MANUFACTURERS NAME DATE OF MANUFACTURE MODEL NAME/NUMBER 09946734794A/B 56 X 26 RAD744456/7 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER A.P. # 068-030-166 SEE ATTACHED HCD FORM 433(A) REV. 8/91 WHITE - County Recorder CANARY - HCD PINK - Applicant GOLDENROD - Building Dept FOUNDATION SYSTEM CERTIFICATE OF OCCUPANCY BUILDING PERMIT NUMBER: 02-3117 Address or location of unit: 61 CANDY DR., OROVILLE, CA. 95966 Legal Description of Real Property: A.P.# 068-030-166 SEE ATTACHED (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: WAYNE AND NELDA HANN Owner's address: 60 CANDY DR., OROVILLE, CA. 95966 INSIGNIA OR HUD NUMBER: RAD744456/7 SERIAL NUMBER OR V.I.N.: 09946734794A/B MANUFACTURER'S NAME: CHAMPION YEAR: 1994 OFFICIAL APPROVING INSTALLATION: ( kj "l_ DATE: 11/26/02 PHONE: (530) 538-7541 H.C.D. 513C ERI .... {•i4' J DESCRIPTION 88-21985 ORDER NO. BU -99804-3 ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL I• PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, BEING A PORTION OF SECTION 11, TOWNSHIP 19 NORTH, RANGE 4 EAST, M.D.B. & M., WHICH PARCEL MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 18, 1985, IN BOOK 102 OF MAPS, AT PAGE(S) 3. PARCEL II: RIGHT OF WAY AND EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER CANDY DRIVE AS SHOWN ON THAT CERTAIN PARCEL MAP, BEING A PORTION OF SECTION 11, TOWNSHIP 19 NORTH, RANGE 4 EAST, M.D.B. & M., WHICH PARCEL MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 18, 1985, IN BOOK 102 OF MAPS, AT PAGES) 3. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED ABOVE. PARCEL III• AN EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER THE FOLLOWING DESCRIBED PARCEL OF LAND: AREA A OF ORANGEDALE SUBDIVISION UNIT NO. 1, AS SHOWN ON MAP RECORDED IN OFFICE OF THE RECORDER OF THE COUNTY OF'BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 19, 1964, IN BOOK 31 OF MAPS OF BUTTE COUNTY OFFICIAL RECORDS, 'AT PAGES 23 AND 24. N END OF DOCUMENT STATE OF CALIFORNIA- DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT • DCnTCTDAT TfI -1 MANUFACTURER NAME/ID ........ TRADE NAME ......���.. v•.... MODEL DOM DOT DFS SPC NY7040 EXPIRATION' CHAMPION HM.BUILDERS/9Q086 WOODLAKE SW673N 02/28/94 03/07/94 11/01/95 U SERIAL NUMBER i 09946734794A LABEL/INSIGNIA NUMBER RAD744456 WEIGHT 019280 LENGTH 000672 WIDTH 000156 ISSUED ` 04/30/96 SCC 04 EXEMPT USE ]TYPE SFD LPT 2 099467347948 RAD744457 021200 000672' 000156 TOTAL 3 4 FEES 5 PAID: 6 $80.00 A HANN WAYNE E/ D NELDA M JTRS D 60 CANDY DR R •OROVILLE CA 95966 E s s E R HANN WAYNE E/ E NELDA M JTiS 0 M I A 61 CANDY DR s x T L E OROVILLE A' 95966 R E D O s 61 CANDY DR wx N T E u OROVILLE R s L 'o GREEN TREE FI CORP E .A PO BX 276708. ,- L D SACRAMENTO w DATE: 02/21/4. 1', EvaZoop R J . U F N I I R O s R T L I E N s K E O C L O D N E D R M, THE OWNER INFORMATION SHOWN ABOVE MAYY NOT REFLECT ALL LIENS RECORDEDO3-116-00024 WITH THE DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT AGAINST THE DESCRIBED UNIT.. x THE CURRENT TITLE STATUS OF THE UNIT MAY BE CONFIRMED THROUGH THE DEPARTMENT. 0300003 11:142002 17:05 FIDELITY NATIONAL TITLE OROVILLE 4 5333421 NO.450 9001 Nov 14 02 03304p western mortgece 530 533 3171 p.2 _WESTER *D IV QAQF A Full Se:; ee l3rokercjcjv Costpa;,g 11/14/02 Butte County Building Deputi=t circ vUkC (A, 95966 RE: 61 CANDY DRIVF. OroviUc, CA 95966 To Whom it May Q)nc=- 'The above mention property is being Fm.anced by our company Pending rhe final inspcxdon and recording of the 433A. We require the placement of a permanent m fowdation systein ardor for us ro dose the loan. If you hav+c any quastions plea= Flo nuc hesitate to cal I I icerrly, j Stanton i DAA Western Mortgage (530) 5.")3-.3020 1655 Montgty-mcry Srrmr Fax (530) 533-317'1 Unwille, CA 95965 E Fidelity National Title Company OF CALIFORNIA c/o Butte County Building Dept 25 County Center Drive Oroville, CA 95965 Dear Sir/Madam, DATE: November 6, 2002 ESCROW NO: 103452 -CC PROPERTY ADDRESS: 61 Candy Drive,, Oroville, CA 95966 The unit located at 61 Candy Drive, Oroville, CA 95966 will be placed on a permanent foundation through the course of this escrow. At the time of closing title will be eliminated and any and all existing lien holders will be paid in full. The form 433A is to be recorded prior to close of escrow and a copy of same submited for the closing of the transaction. Sincerely, &U Cindy Costa Escrow Officer CC enclosure(s) 455 Oro Dam Blvd. # A 9 Oroville, CA 95965 • (530) 533-5511 • FAX (530) 533-1526 eLEY TITTLE AND ESCROW Neer No. ' Escrow No• 99804-3 kLoan No. PO 068-03-0-166-0 WHEN RECORDED MAIL TO: WAYNE AND NELDA HANN Driftwood Beach Club Sp. 118 21462 Pacific Coast Hwy. Huntington Beach, Ca. 92648 MAIL TAX STATEMENTS TO: Same As Above 88-1195 . 1 88-021995 I Rec Fee 7.00 DOC 15.40 Recorded 1 Total 22.40 Official Records 1 County of. 1 Butte :MID VALLEY TITLE CO. Candace J. Grubbs 1 Recorder 1 8:00am 8 -Jul -88 1 RB 2 SPACE ABOVE THIS LINE FOR RECORDER'S USE DOCUMENTARY TRANSFER TAX $.......15.:.4 0 ......................... ... Computed on the consideration or value of property conveyed; OR .;KAXComputed on t e consideration or value less liens or encumbrances remaining at t e of sale. Slgnatu of Declarant Aga t determining tax — Firm Name MicrValley Title and Escrow GRANT DEED TRANSFER TAX PAID FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, RICHARD H. PERYAM, JR, and PAMELA D. PERYAM, husband and wife hereby GRANT(S) to WAYNE E. HANN and NELDA M. HANN, husband and wife, as Joint Tenants the real property in the Mi*Xi' X unincorporated area County of Butte LEGAL DESCRIPTION ATTACHED June 6, 1988 STATE OF CALIFORNIA Butte )a& COUNTY OF I On July 6, 1988 before me, the undersigned, a Notary Public In and for said State, per- sonally appeared Richard H. Peryam, Jr. and Pamela D. Peryam personally known to me(bdp�r�y��,t'q�gi��r�jli�Jilis�q/�Ipff�yi�r){ 4,0Vr6A to be the person(s) whose name(s) X/are subscribed to the within Instrument and acknowledged to me that$/they executed the same. WITNESS my hand /and _official seal. Signature i , State of California, described as �1 RICHARD H. PERY , JR.- PAMELA R:PAMELA D. PERYAM r ®■■■■■■■■■■■■■■■■■■Noon■■® . ■ ■ SANDY A. STACK N NOTARY PUBLIC-C4LIFORNIA f ■ Butte County N ■ My Commission Expires Nov. 3, 1988 ■ ■ at (This area 'for official notarial seal) MAIL TAX STATEMENTS AS DIRECTED ABOVE 100E - " " P Cal C i DESCRIPTION ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL I: PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, BEING A PORTION OF SECTION 11, TOWNSHIP 19 NORTH, RANGE 4 EAST, M.D.B. & M., WHICH PARCEL MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 18, 1985, IN BOOK 102 OF MAPS, AT PAGE(S) 3. PARCEL II• RIGHT OF WAY AND EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER CANDY DRIVE AS SHOWN ON THAT CERTAIN PARCEL MAP, BEING A PORTION OF SECTION 11, TOWNSHIP 19 NORTH, .RANGE 4 EAST, M.D.B. & M., WHICH PARCEL MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 18, 1985, IN BOOK 102 OF MAPS, AT PAGE(S) 3. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED ABOVE. PARCEL III• AN EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER THE FOLLOWING DESCRIBED PARCEL OF LAND: AREA A OF ORANGEDALE SUBDIVISION UNIT NO. 1, AS SHOWN ON MAP RECORDED IN OFFICE OF THE RECORDER OF THE COUNTY OF'BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 19, 1964, IN BOOK 31 OF MAPS OF BUTTE COUNTY OFFICIAL RECORDS, AT PAGES 23 AND 24. N E1-iD OF DOCUMENT COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico; CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE -'o ''t p Z - R PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact. this office immediately. -- A 1 / . /.lis 14 •. ` //P/1 , I— — z/ — / P'' io n Date r�� - Inspector REV 10/92 / NOTES t RESIDENTIAL 1068-030-166 02-2572 PERMIT NO. _ -HANN FAMILY -TRUST -'-" - 61 CANDY DR., OROVILLE CONT: TOM ELIZALDE DECK (12'X 12') SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature Y CHECKED BY Y t RESIDENTIAL 1068-030-166 02-2572 PERMIT NO. _ -HANN FAMILY -TRUST -'-" - 61 CANDY DR., OROVILLE CONT: TOM ELIZALDE DECK (12'X 12') SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature Y CHECKED BY J=OK 0 = Not OK . = NotReadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG, 4. 7. Well Clearance & Disconnect Electricity; MH Test 8. Utility Clearance 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits Date License Decals Card B-1 Date Card B-1 Date Carports; Windows -Doors Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Date 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 Date 7. Water and Sewer Connected -C/O to Grade -HD Approval .8. Gas and Electricity Tagged POOLS (Plans) OK except #'s 9. Tie Downs -Type -Installation Cert. Setbacks -Easements 10. Exits; Insp.-Sketch Soils; Compaction -Structure Stability 11. Cert. of Occupancy Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting; Distance-GFI 5. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 8. 1. Zoning Requirements -,Setbacks -Easements - 9. 2. Footings; Size -Spacing -Marriage Line 10. 3. Blockina 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Carports; Windows -Doors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date r DEC OVERS, CARPORTS, GARAGES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements (iFo s; Soils -Size -Depth -Spacing -Con ectors-S I eiweck 4. nd/or Joist eckin - raci ta' d WooWi, it er n.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date 2/Card B-1 Date Card B-1 DatcP Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting; Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to.Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK Re RESIDENTIAL (Single & Duplex) = Not Applicable . =Not Ready Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date FRAMING (Continued) Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 57. Siding -Nailing Veneer 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels Date 62. Insulation -Walls -Ceilings Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Date 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 65. Smoke Detector 26. Size Boxes & No. of Conductors Stapled 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 27. Romex Installed Close to Edge of Studs & C.J. 67. Bedroom Exiting 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 71. Fireplace or Stove, Clearance -Hearth 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 74. Elec. Outlets & Receptacles at Kit. Counter 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 77. Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 35. Smoke Detector 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection Date Card B-1 Date Card B-1 Date 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 83. Following Instld./Drive O Yes O No/Walks O Yes O No/Planters O Yes O No 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 89. Ventilation Throughout House 40. Attic Access & Platform if Furnace in Attic Date 91. Corrections from Previous Inspections Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 96. Fire Sprinkler 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound Date 43. Bearing Walls over Girders & Floor Nailing Card B-1 Date Card B-1 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. 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 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor O Yes 83. Following Instld./Drive O Yes O No/Walks O Yes O No/Planters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric f 93. Water & Sewer Connected -C/O to Grade -HD Approval N 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler 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: t� r COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 02-2572 ASSESSOR PARCEL NUMBER 068-030-166 ZONING BUILDING PERMIT OWNER HAM FAMILY TRUST TELEPHONE 589-2114144 SO. FT. OCC. BUILDING VALUATION 0 0 08.00 . OWNERS MAIUNG ADDRESS 61 CANDY DR OROVILLE 95966 CONTRACTOR'S NAME TOM ELT ZALDE TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ look- o ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 97-00 ARCHITECT OR ENGINEERS MAIUN G ADDRESS Plan Checking Fee $ BUILDING ADDRESS 61 CANDY DR, OROVILLE Energy Plan Checking Fee $ PERMIT FEE _ 70-00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome [K Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other iO Describe Work: NEW 12 X 12 DECK Gas piping syste!2 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W (920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service . ' OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWEPPARATUS, 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. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 46.00 CCU000A IT -200A NEW CONST. DWELLING OCCUP. OR ADDNS. ( DIT ACC. S. SO 3.5¢FT; T. NO" N-RESID MULTI -OUTLET CIRCUITS @7,50 a SINGLER AOUTLET CR. Ex. Occup. OUTLET OR FIXTURES j 20 BAL �': 0 Ex. Occup. OFu'EE°Ts A= DeA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirino 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier 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.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall orthwith comply with those provisions. Xiri.�---_ Date Sign t re of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEi= S Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 70.00 HAZ. D. FEES IMP I FLOOD I CDF I PARCEL I PO 1 HD rE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated ab a for which fees have been paid. . l�. (n, By Date ` , PERMIT PIR Date Receipt No. 11 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT E.H. USE ONLY Plot Plan Attached Floor Plan Attachad Sant to B.C. / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Wo`YYl�l4 + AL 6 H/, min b I SIA D rt vim- 06 1-630 Owner Location AP# Plan Approved for: Sewage Disposal ✓ Clearance for dwelling. Other. I al Hold final for: Final clearance O.K. for: NOTE: Water Supply: Public Private Well I ,-�I be-ut Environmental Health Speciali Date 8/96 .�Ii���74A���.��'s�'.�,�'"'+iie'I'�,..'W �'�'�Y`_7''�\.��1��'!!`�'�^T�P��t•"I�v'T'�fi `+N�l�.��'�'^i'L'F'i.'�,�-v ..w �5'ZWvYtit I f� i f ttry \L5 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION ' • i , 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET, OWNER: Y) y r rASSESSOR PARCEL NUMBER v " G � P Proposed Building Use: Q y1 it \ Counter Technician: Date: 9 • i _� - Ge�, Items required in order io apply for a permit. All boxes MUST be. checked OR ma4jd NA in order to apply. 141.. Plot plans, 3 or 4 sets, signed,�y the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. .. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................:.. ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... _ ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ 15. Statement of Intent for Non -heated and A/C Buildings................................./..�......... /15 6. Sanitation and plot plan approval from the Environmental Health Department in U �y 01 7. City of Chico Plumbing permit........................................................................ ❑ 18. California Department of Forestry plan approval ❑ paid. Sent. by: ...................... ❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ O 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured ho ne utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: & 7 .�� Date: 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ cou Ite , by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by. Date: Note transfer by: Date: Yellow: Building Division AFS ANDEL OF ALL ITS. S. N}iANQS WALL SE � E®P� Tt t SIDE- A4� OSE SCK Or- .r- �' �� pr- ai` i ARD A SES -f JiEA :..--- .. �-T• ��Qt�SES A�' EQ�plpA1{cN EiL -, p.• �E O VIEW ANG BU �E COUNTY QPPR pEPAR'PAgEfNr t: u 0 • w rn F' 'Tl �A � q 3 All • : o rJ u • I � r —v x ------------- 34" 34„ 0 7v 4PRRII HEIGHT z �I BUTTE PoUmrT MAX. :11, "mi STAIR > BUILDING DEPARTME r w�pTH NT,q A x„ g APPRCV,,*,,D C, { . '� 6.5 7(x199 _ ... , Xt x fvAF ltS 36" MIR Q =r NN Co�• D • w rn F' 'Tl �A � q 3 All • : o rJ u • I � r —v x ------------- 34" 34„ 0 7v 4PRRII HEIGHT z �I BUTTE PoUmrT MAX. :11, "mi STAIR > BUILDING DEPARTME r w�pTH NT,q A x„ g APPRCV,,*,,D C, { . '� 6.5 7(x199 _ ... , Xt x w rn F' 'Tl �A � q 3 All • : o rJ u • I � r —v x ------------- 34" 34„ 0 7v 4PRRII HEIGHT z �I BUTTE PoUmrT MAX. :11, "mi STAIR > BUILDING DEPARTME r w�pTH NT,q A x„ g APPRCV,,*,,D C, { . '� 6.5 7(x199 _ ... , Xt x VECTOR DYNAMICS FOUNDATION SYSTEM WIND ZONE 1 & 2 INSTALLATION INSTRUCTIONS For the State of California [tZ T51� SECTION INTRODUCTION PIER HEIGHTS GENERAL INSTALLATION SET-UP INSTRUCTIONS METAL PIER & V DRIVE PARTS LIST CONCRETE INSTALLATION SCHEMATICS PAGE NUMBER 3 4 5 & 5a 6 7,7A,7B&7C 8&9 WIND ZONE I - SINGLE SECTION WIND ZONE II - SINGLE V DRIVE - METAL PIER - DOUBLE SECTION - TRIPLE SECTION - SINGLE SECTION, - DOUBLE SECTION - TRIPLE SECTION SOIL CLASSIFICATION 10 11 12 13 14 1.5 16 17 18 COMPONENT PARTS AVAILABLE UPON REQUEST Foundation System BUTTE COWr1Y BUILDING DEPARnW. APPROVED Release Date 8/1312001 Engineer Approval 26070 b2A I APPROVED SUBJECT' TO CORR=014S NOTA APPROVAL DOES NOTALRHONZE ORAPPROVEANy OMISSIONS OR DEVIATION FROM UQUIRE axn OP APPLICABLE STATE LAWS AND REGULATIONS State or =crnia 11)"t scot of Hawing and Community D"clopmat OF CdDB/S�AI+ID STANDARDS SAN R - IF TIe Down Engineering, inc. VECTOR DYNAMICS INSTALLATION INSTRUCTIONS MAO These instructions desc-lbe the proper use of the Vector Dynamics Foundation System in Wind Zones 1 & 2. Additicnal Installation Instruction Is avallable In VHS video, from manufactured housing distributors orfrom Tle DownEngineering, titled, Vector Dynamics Instillation Video. Thr Vartnr Dmamir.i fnundatinn aygtRm ,.mpnnrtS thn hnmR by enOnrino the run Inngih iriinal rrtain rails Thp system !s approved In Wind Zone I & II 8, ill areas of the Manufactured Home Const; action and Safety Standards and Wind Standards; Final Pule 24CFA part 5280 for both single and multi sec- tlon homes. Instructions for Class 5, Sub Soli Condhlons, (Wind Zone I & Il), are available through local distriMors of Vector Dynamics or directly from tie Down Engineering. Gemial The Vector Dynamics Found3fion System provides the support tc resist lateral and over -fuming movement of the home as required by the Federal Manufactured Home Construction and Safety Standards in Wind Zones i & II when the system is coed as described In these instructions. Sea manufa - t;i,9S tjp��s�ia,,�Q3pgd( for other pier & enc orina rg= The following characteristics apply to bath sings and multi section homes: • Main rail minimum spacing of 86 Inches or Greater, • Nominal 8 foot or less top plate height at side wails. • Main rail depth of 12 Inches or less. • Maximum roof slope of 20 degrees (4.4 in. in 12 ;n.) • Maximum pier height under main rail of'56 inches (see page 3). IA im ZONE I • Maximum single section home width Is 16 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum double sectior home width is 38 feet including eaves; maximum eave width cf 12 inches on each longhudinal side of home, • Maximum triple fitttfinrl hmmn.wirIth is 48 fnr;t inniudir.o eavrt,5; maximum tvvn width of 12. innhe,5 or, nanh Innoilhidinal ship of hnmR • Maximum single section home width is 15 ft. including eaves, maximum eave width is 6" per side, • Maximum single section home width of 16 ft. Including eaves must use two additional vertical rtes! anchors/stabllizer plates (one per side) as IIsMd In the charts on page' S. • Maximum double section home width including eaves 32 ft., maximum 12" eaves per side • MaxtmUM triple section home width including eaves 48 ft., maximum 12" eaves per side The Vector Dynamics Foundation Systems may be used as a part ei the veit>cal or gravity support system considering that each set of Vector Dynamic pad (s) has two (2) or three (3) square feet bearing area. Piers not used as part of the Vector syctem shall be Ioc4 ed and constructed in accordance with the home installation InMotlons and/or state standards, To inquire about the use of the Vector Dynamics Foundation Systems with homes of four or more sections or on homes requiring pier heights greater than 66 inches which are not included in two instructions, contact Tie Down Engineering, Inc. at 800.241.1806. The Vector Dynamics Foundation Systems may be used on homes which require pier heights not to exceed 56 inches under one or both main rall(s). See page 3. Note that a ground anchor is used at each Vector system location in Wind Zones II & III, The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or the state. Check with the most recent regulatlons In California. The Vector Dynamics Foundation System has not been designed for use on exposure "D" homes, Exposure "D°, homes are homes looted within 1500 - feet of the coastline. Additional Vertical anchor ties that are unique to a home's design may be required by the home manufacturer, These locations include shear walls, mar• riags line ridge beam support posts, and frame ties and rim plates. The term end frame ties refers to the longitudinal ties that are attached to a home to resist wind bad on the end walls. V longitudinal ties are required by illi home Installation instructions or ether state standards, these longitudinal ties must be installed and connected to anchors that are independent of other ties and anchors. See separate instructions for the use of Vector Oynamles wlM T►e Oownt Longitudinal Stabilization Device. The term rim plates refers to the factory brackets fastoned onto the perimeter )Gist or specified as a location for verUcal ties. Page 2 Califamia 8/2001 M Figure 1 Maximum Pier Height (Wind Zones I &_ li only. The Vector Dynamics Foundation System may be used on homes which require pier heights not to exceed 56 inches under one or both main rail(s). Note that a ground anchor must be used at each side of a Vector system location in Wind Zone 11, and where the pier heights exceed 24 inches on a single section home in Wind Zone I_ Piers must be constructed in accordance with the manufacturer's installation instructions and/or state requirements. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or state. Check with the most recent regulations in your state. Sail M& Unequal jqL ight5 ... nd Zones I & II only) 6 in. lax. Vector Dynamics may be used on homes with unequal pier heights of 56" or less under one or both main rails. The difference between the taller pier and the shorter pier cannot exceed 26". Note that a ground anchor must be used at each side of a Vector system installation in Wind Zone I and where either of the pier heights in that location exceeds 24 inches on a single section home in Wind Zone I. Only concrete blocks and pressure treated lumber compression members are permitted on unequal pier heights using the Vector system_ Piers must be constructed in accordance with themanufacturer's installation instructions and/or state requirements. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or state. Check with os recent regulations in your state. Page 3 Callfnmia 8/2001 GENERAL INSTALLATION INSTRUCTIONS SITE PREPARATION It is necessary that the home site be properly graded and sloped to prevent water and moisture from standing or flowing beneath the.home. See manufacturer's home installation manual and state requirements for grading and other site preparation. FOOTINGS AND FROST LINES The Vector Dynamics Foundation System can be placed directly on top of the ground after clearing all loose vegetation. In areas where frost line/poured footers are required, the Vector system for concrete is used. See pages 8 & 9. FOUNDATION/FOOTING SPECIFICATIONS FOR VECTOR PADS Vector Pads must be used in place of conventional foundation pads for each Vector foundation system. Each (set of) Vector Pad(s) provides two or three square feet of pier bearing support. Vector Systems should be spaced as evenly as possible along the length of the home, with one Vector system within two feet of each end of the home. For pier locations in between the Vector Systems, use the foundation pads normally recommended by the home manufacturer and/or state requirements. Pier heights in excess of 24 inches or when unequal must follow Instructions printed on page 3 of these instructions. Nominal 3.1/2 inch or 4 inch Schedule 40 PVC pipe or TDE steel compression strut (#59043) may be used only when the pier heights are similar on fairly level ground. Steel strut and PVC are not permitted when metal pier foundations are used. The adjustable galva- nized steel compression strut, #59043, is attached to each inside pad.with a 1/2" X 2-1/2" grade 5 carriage bolt and can only be used with the swivel connector on strap. The grade 5 bolt attaches the swivel connector and the steel strut to the pad. When the swivel connector is used with a wooden or pipe compressive member, the vector diagonal connector should be part #59279 not #59276. After tightening the end grade 5 bolts, adjust- ment bolt is installed through the two square steel compression struts to lock them in place. Foundation pad size and pier spacing must be consistent with home manufacturers' instructions and/or state requirements. LUMBER/MOISTURE - TERMITE SHIELD To cut lumber (2 - 2x4's or 1 - 44 per Vector system) for the center compression section, when using con- crete blocks for piers, measure center to center frame (I-beam) distance and subtract 16". When using METAL PIER STANDS, measure center to center frame distance and add 16". 3.1/2" or 4" nomina! schedule 40 PVC pipe meeting ASTM 01784 or Tie Down's steel compression strut (#59043) may be substituted for lumber as the center compression strut under certain conditions described above. Pipe adapter bracket, part #59281 must be used with PVC pipe simultaneously with the Inside Tie Brackets, part number 59276. The pipe adapter bracket is used on top of the pipe and under the Inside Tie Bracket. In certain regions the optional Moisture Termite Shield may be required between the lumber and ground. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Tip: Pr&cut your lumber and mark as to brand or model of homes you will be installing. If frame widths are the same, the pre-cut boards will also be the same length in each Vector set-up. STRAP TENSION All strapping must be tight upon assembly of the Vector system. Tests have been conducted with "hand tight- ened " strap in the Vector s,rstem to remove the need for specific tension specifications. Hand tight is defined as removing all slack with minimum of movement available when pressing on the strap. While subsequent tight- ening of the straps is not required, straps should be checked after any strong wind conditions, just as conven- tional anchor tie down straps should also be checked, to insure the maximum performance of the foundation system. A minimum of two factory 114" spot welds must be used when straps are connected to the swivel con- nectors with welds. Page 4 California 8/2001 Set -Up Instructions for the Vector Dynamics Foundation System #59007 (Kit #59007 is Interchangeable with Kit #39018) 2. SET BLOCKS (OR PIERS) ON VECTOR FOUNDATION PADS Center the foundation blocks over the Vector pads. Place the pre-cut 40, 2x4's (side by side), Schedule 40 PVC (w1PVC adapter plate, part #59281) or 1 adjustable TDE steel compression member, (part #59043) tightly between the blocks, with ends resting on the Vector pads, and centered on each U -bolt. 3. OUTSIDE TENSION BRACKETS Attach an Outside Tension Bracket to the U -bolts on the outside of the foundation blocks and Vector pads. Place one of the short 6"- 2x4's between the bracket and Vector pad. Adjust the short 20 so that it pushes against the foundation blocks, removing any space between the piers and center compression section. Tighten the 318" bolts, 2 square foot pad placement or (1) 3 square foot pad 4. INSIDE BRACKETS AND STRAPS Attach the Inside Tie Brackets to the U -bolts over the pre-cut boards or PVC. Attach a strap with hook to each inside tie bracket. Tighten bracket. When using looped strap and a crimp seal, in place of the hook, place a 3" long section of strap, folded in half and inserted between the strap and inside be bracket. Place other end of strap over the opposite (- beam and continue down to outside of the foundation blocks. Attach the strap to the Outside Tension brackets using the slotted bolt and nut provided. Wind strap a minimum of five times around the bolt. Continue tightening the slotted bolt until all slack has been removed and the strap is tight. 5. SET ANCHORS Refer to section home drawings for anchor installation information. Stabilizer plates are required for diagonal ties only. Preload anchor against stabilizer plate. Make certain all slack is removed and strap is tight. For single section homes in rocky soil conditions in Wind Zone 1 only (Soil Classific0tionsA43 only), use minimum of 3 each V Drive anchors per side. See drawing on page 6 for placement. Page 5 Califomia 8/2001 Set -Up Instructions for Vector System #59018 (Kit #59018 is interchangeable with Kit #59007) 4." Long U -Bolts 1. Set Vector Pads 4, Inside brackets & straps Clear all vegetation where pads will rest. Place Attach the inside be brackets to the U -bolts over a long U -bolt in pad as shown. Press or ham- the compression member. Attach a strap mer pad into the ground. w/hook or swivel strap w/nut/washer & bolt (washers are required). Place other end of the 2. Set Block or piers on pads, strap over opposite I-beam & down to outside Center foundation blocks or piers on pads. tension bracket. Cut strap 12 -15 inches past Piace pre-cut center compression member bracket. Attach strap & slotted bolt in bracket between blocks, resting on pads, centers Tighten strap until tight with 4-5 wraps around between U -bolts as shown. bolt. Repeat with opposite strap. 3. Outside Tension Bracket Attach outside tension bracket as shown to out- side of pads. Page 5a California 12001 Vector Dynamics "ectvr Foundation Systems .......... ...:.:..:.:. Component Parts List I T Part O's included; 59310, 59288, 59135, 10925, 59279, 830442, 59232 & 59732 Part vs included: 59275, 59282, 59276, 830442 & 10999 Vector system 2000 Kit # 59016 Single piece pads with straps and slotted bolts s Vector System Kit # 59007 402 CI'S 1111% me, LJ SSI 6l Fl � � CD n Concrete Vector system Kit # 59008 fl (for single stack blocks) �, o1 Part O's included: 59277, 59282, 10530, 83044z, 59279 & 59232 Part #'s included: 59273, 59282, 10530, 830442. 59232 & 59279 Page 7 Concrete Vector System Kit # 59006 (for double stack blocks) t�� California 8/2001 Vector Dynamics Foundation Systems Component Parts List Vector 2000 3 Sq. ft. Pod. Part # 59211 1 required with 59026 Longitudinal System 2 required with 59024 Lateral System Part #'s included: 59281, 59288,10925, 59232.& 830442 Part #'s included: 59269, 59113, 59282 & 10999 Adjustable Steel Compression Strut PIN 59043 Or these products available at your local hardware store d c� ae�2* aop��p\pE A S��edU\e Vector Lateral Hardware Kit Kit # 59024 (for use with 59271) V -Drive Anchor Kit Kit # 59287 (for use with Kit#59007 only) A. Schedule 40 PVC pipe: 3-1!2" or 4" nominal schedule 40 polyvinyl chloride pipe or conduit made from type 1, grade 1, with cell classification 12454 as defined in ASTM D1784. Compound dimensions and tolerances in accordance to the requirements of ASTM D17850. Color can tie gray or white. Outside diameter is 4 inches. B. Ground Contact Rated Wood: No. 2 yellow pine or equivalent, pressure treated to AWPACI-1990 mini- mum, stamped "Ground Contact Rated" on wood or on label attached to the wood when purchased. Page 7A Califomia 812001 Vector Dynamics individual Component Parts Detail Vector Dynamics Single Block Pad Part # 59275 1 Sq. Ft 12 gauge, used in pairs 16.3/16" X 9" x 2.9/16" Vector Dynamics 2000 Single Black Pad Part # 59310 2 Sq. Ft. 12 gauge 18.719"x15.625"x3" Vector Dynamics Single Stack Concrete Pad Part # 59277 12 gauge 17-1/4" x 11" x 5-5/16" Vector Dynamics Double Stack Concrete Pad Part # 59273 12 gauge 18.75" x 18.625" x 5.188" Vector 2000 3 Sq. Ft. Pad Part # 59271 - 12 gauge 22.5" x 19.418" x 3" ® Vector Dynamics Tension Link 0 o Part # 59282 6.25"x2.52°x3" &11 Vector 2000 Tension Link Part # 59288 2.125"x2.375"x2.06" Concrete Wedge Anchor Part # 10530 3/8" X 3-112" tip', Slotted Bolt Part # 59135 m 3" x 5/8" m ® long U -Bolt w/Nuts & Washers Part # 83044Z 3/8" x 4" (16 Threads Per Inch) ® Short U"Boit w/Nuts & Washers Part # 10999 3/8" x 3" (16 Threads Per Inch) Page 7B Califomia Vector Dynamics Metal Pit For metal piers, place the piers In the cerrter of the Vector pads. Set the single 04 or two W's through the piers, centered in the U -bolts, so that the board(s) overhangs the Vector pads on each side by about 2". outside Tension brackets attach/ the same. inside tie brackets mount 'wide down' as shown in drawing. Metal,pkrs using the Vector system can only be used on levet ground installatim. Conventional pier adjusters must be placed under beam with upturned edge directed towards the outside of the home. Pier capacity rating and spacing must be conslsterx with home manufadurers' instalWior instructions and/or state requirements. When using METAL PIER STANDS. cut lumber (2 - 2x4's or 1. - 40 per Vector system) for the center compression section, by measuring center to center fram distance and adding 16". Optional Moisture Termite Shield may be required in certain regions, ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Adjustable steel strut (#59043) and PVC Schedule 40 pipe are not permitted to be substituted tar Humber when using metal pier shards V -Drive System Installation: for rocky soil conditions V»Drive anchors are used only with Zone 1, single section homes. Soil Class 1,2,& 3. V -Drive anchors are used only in Wind Zane I, on single section homes in areas where rocky soil conditions do not allow a conventional helix style anchor to be installed. For solid rock, Soil Class 1, predriling of holes for the V -drive rads is recommended. Vector Systems are set following the general set up instructions provided. With the V -Drive anchor, the short 2x4 boards used with the outside tension brackets are discarded. In place of the short 2Ks, a longer 20 is used as per the diagram above. Tars 2x4 ooard should extend tram the base of the Vector pier set to 5 inches from the side wall of the home. Place the V -Drive head over the end of the longer board. Using a heavy hammer or electric hammer gun, drive the three V -Drive anchor rods through the V -Drive heads at an angle of approxdmalely 45 degrees under the home. The rods must come to a complete stop on the V -Drive he2sL Atmch a strap whit hook, b!uckk or beam clamp to the frame and attach to the V -Drive head with a slotted bolt. Out the strap end about ten inch a anchor head to allow at least five wraps around the slotted bolt. Continue tightening strap until all slack is out and strap is tight Page 6 California 8/2001 Protecto-Strap Part #59276 6.34x3.3"x7/8" Strop Protectors Part # 59232 PVC Adaptor 5 Part # 59281 7.25" x 4/56° x 1.42" Tie Down Marked aD Certified G120 Strep w/swivel Connector Part # Length 59732 12, 0 69734 14' 59736 16' Earth Anchors 30" x 3/4" with 2.411 helix Black Paint: Part #59095 Galvanized: Part #59079 V -Drive Head Part #59269 "SL Drive Rods # Part +159113 Carriage Belt w/Nut & Washer Part # 10925 1/2' X 2.1 /2" a® Protecto-Strap © Part # 59279 6.3"x3.8"x7/8° ® Carriage Bolt wjNut & Washer Part # 10624 3/8"-16 x 4.5' Tie Down Marked A Certified G60 Galvanized Snapping Model Port # Length MS35 59150 35' MS37 59155 37' MS42 59160. 42' MS60 59165 60' MS600 59170 600' Frame Tie w/Hook g fL P/N 59195 10 ft. P/N 59210 12 ft. P/N 59211 Longer Lengths Available 0 Page 7C Califomia Earth Anchor Stabilizer 121' wide Black Paint Part #59292 Galvanized: Part #59294 Page 7C Califomia Vector Dynamics System for Concrete Applications or„ Instructions for Vector Kit #59008 (for Single stack blocks) or Vector Kit #59006 (for single or double stack blocks) Page 1 of 2 These instructions are an addendum to the standard Vector Dynamics Instructions. Read and follow all applicable instructions and guidelines in the Vector instructions and home installation manual. The Vector system for concrete pads applies to concrete footers, runners and slabs. Minimum size of concrete per Vector pier is 24" x 24" x 4"(for part #39006 or 59008) or 18" round X 12" deep (for part # 59008 only). The bottom of footers must be below the frost line or a minimum of 4" below finished grade whichever is greater. Concrete must be a minimum of 2500 PSI and sufficiently cured and set to accommodate an anchor bolt to its, full load resistance. 1. Determine location of pier sets where the Vector systems will be located. 2. Place one Vector concrete pad (gale. metal) on the concrete where the pier will be located, centered under the I-beam of the home. Place the upturned edge towards the enter of the home and directed to the opposite Vector pier. Do the same for the opposite Vector pier. 3. Measure the distance between the two Vector system pads at the base where the Vector pad meets the concrete. Cut two ground treated W's this length and place between the piers as shown. 4. Place a long u -bolt under the 2A's and through the holes of the Vector pad as shown. 5. Place the concrete pier blocks on the Vector pad. Center the blocks under the frame. The upturned edge end of the Vector pads should be up against the inside of the pier blocks. S. Build vector piers but do not wedge at this time. 7. Using a concrete drill bit, .drill two 318" diameter holes on each side into the concrete using the holes in the Vector pad as a guide. Drill the holes 3 inches deep. S. Place an outside tension bracket on the Vector pad as shown in Illustration one. line up the holes in the bracket, Vector pad and concrete pad. Illustration One Vector pad :.�..+... _ for concrete ~t' Concrete footer Page 8 Wood Cap and wedge Outside Tension Bracket Wed 801t California 812001 Vector. Dynamics System for Concrete Applications: Instructions for Vector Kit #59008 (for single stack blocks) or Vector Kit #59006 (For single or double stack blocks) Page 2 of 2 9. Put a washer and nut on one of the 318" x 3-314" wedge anchors provided. The nut should be screwed on enough to have 1 or 2 threads showing on the top of the bolt. Place the wedge end of the bolt into one of the holes, going through the outside tension bracket, metal Vector pad and into the concrete. 10. Using a hammer, tap the wedge bolt into the hole. Maximum height for expansion bolt above concrete is 2". 11. Repeat for the other hole in the outside tension bracket and the two holes on the other Vector system pier set. 12. Place an inside tie bracket over the u -bolt so that the lip of the bracket is between the Vector plate and concrete blocks. Place washers and nuts on each U -bolt Do not tighten yet. 13. Attach a strap with hook or crimp seal to the inside tie bracket, with sufficient length to go over the opposite pier and down to the outside tension bracket, plus 12 inches for wrapping the slotted bolt Repeat for the opposite side. 14. Tighten inside u -bolts at this time. 15. Use the outside tension brackets to remove any space between the outside tension brackets, concrete blocks and the inside edge of the Vector pad, by tapping the brackets with a hammer. 16. Wedge the pier set at this time. 17. Using a 9/16" socket wrench, tighten all of the wedgelanchor bolts, securing the outside tension bracket and Vector pad to the concrete. 18. Using a slotted bolt in the outside tension brackets, insert strap through slotted bolt with end of strap aligned with outside edge of bolt. Turn slotted bolt until straps are tight using at least five turns on the slotted bolts. Illustration Two Vector pad 'o N alnop for -1tti4_d' ` concrete Inside Tie Bracket \ 1� t.t., .. r Concrete foN/2001 Compression ' boards U•bolt Page 9 California WIND ZONE I - Vector Dynamics Systems Required ' r for Single Section Homes (Materials Required) ondo SL S. Seo t� sY ma o o �rtstalla'on _ ExetnQghS jouSL -' - T.'" Uvsttatio SPacin9 -_ - - _---- � 1 �gattid ' goon Pa rD O 0 WIND ZONE 1 (not to scale) 3 d CD �2 sq. ft. pad! of aofiN r + g NOTE: hector Syslems stx)uki be spaced as evenly as la practicable along the length of the home. Pier sparing must be consistent with home manufacturers' Installation Instructions andlor state requirements. Maximum allowable working drag load for the Vector System with the steel compression strut is Sall Classifications: 2, 3, 4A, & 4B 3,150 pounds per K2 Engineering test report. Soil Bear" Capacity: 1,000 PS>= rrlinimum Anchors Required*: 30"with 4" helix anchor (59(!25)),12" slabilizer plates (55292), 1-14' frame ties w/4725 lbs -tin- breaking strength. Nome Length Vector Systems Requirmd A-tcbors Required Par Side " 0 to 72' 3 2 73 to 90 4 3 Anchor and stabiliztsplate-oinbination Each Vector Fo uadat;on System requires # One lkctor Kit, 2 slatted bolls K 2 ea. 1-1f4 In. lies, length will vaip with pier ghl (4726 Ib. min_ break), V 1 as. 4 x 4 pressure treated wood cwmpreaslan membar V or 2 ea. 2 x 4 pressure treated wood compression member If or 1 ea. 3-02" our 4 mriiinal SCH 40 PVC pipe compression member V at t TDE adjustable steel strut n 0 v r N O O V -Drive anchors are used only in WIND ZONE I (not to scale) sq. ft. pad/ ” • NOTE: Ve" Systems shaAd be speed as evenly as Is praekatlle arong its length of Use homa pier spo ft m�tbear�isterAwlft hems menialhrel5 t>s�leUat fn9Uupiotls ertdfa sffils teglifentenb. Mazkaum allowable woikfng dreg load for Ike veclair system with the 81491 compression ®Ind to 3,160 pounds per 2.3. the K2 Engineering test report. 1,000 PSF minimum "V' Drive Anchor, Part Number 59269 1-11e frame ties w/4725 Ls. min. breaking stren�lh When U" •V• Or ve Anchors Soil Classifications: Soil Bearing Capacity: Anchors Required': Home Length Vector Systema Required Anchors Required per Side' WIND ZONE Y 3 3 73' to 90' Dynamics Systems Required a Vector Single Section Homes Difficult Soil Conditions home ms- ldeune5' `$ gec-Ct� for SI Holl gU a tot all$tt°n is - f sPe� - Exempsho'"IS mat be to - _ _ ' 'i • \ tion �1n9 =: - zs..;,�- _ - �'.;�„' ' lyP• � mgr M n 0 v r N O O V -Drive anchors are used only in WIND ZONE I (not to scale) sq. ft. pad/ ” • NOTE: Ve" Systems shaAd be speed as evenly as Is praekatlle arong its length of Use homa pier spo ft m�tbear�isterAwlft hems menialhrel5 t>s�leUat fn9Uupiotls ertdfa sffils teglifentenb. Mazkaum allowable woikfng dreg load for Ike veclair system with the 81491 compression ®Ind to 3,160 pounds per 2.3. the K2 Engineering test report. 1,000 PSF minimum "V' Drive Anchor, Part Number 59269 1-11e frame ties w/4725 Ls. min. breaking stren�lh When U" •V• Or ve Anchors Soil Classifications: Soil Bearing Capacity: Anchors Required': Home Length Vector Systema Required Anchors Required per Side' 0to77 3 3 73' to 90' 4 a Each Yedor Faurrdatfea Sys tern requires One Veclor Kit. 2'V' Di!voAnollors, 4 slotted bolls • 2 ea. 1-114 in. to, length will vary wllh pier helgnt (4725 lb. u9n, break), 1 ea. 4 x a pressure treated wood compression member or 2 as. 2 M 4 pressure trealed woad compression member • of 1 ea. 3-1)2' of 4' nominal SCH 40 PVC pipe cnrspreesinn nzambar(center aampresslonnember onlyi • or 1 TOE adjustable sloe] strul `V" Drive Anchor, Part Number 59269 -2 as. 2x4 pressure treated eood fur 'V' Olive Anchor eortnoclion. Note: PVC pipe cannot he substiluled k9 wood on the 'V' Drive Anchor connections - rig DOih7j 3 QJ N O O Metal Pier Sets ZONE I Vector Dynamics Systems Required for Single Section Homes Up to 72 ft, _ (Materials Required) exon sy >e uat _ �eIns �yatior than t \W— N.r s, Soil Classwications: 2, 3, 4A, & 48 Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: 3/4' x 30" with 4" helix anchor (59095) 12" stabilizer plates (55292), 4 ea. 1 1/4" frame ties Materials: Each Vector Foundation System requires one I/ector Kit, 2 slotted bolts 2 ea. 1•1/4 x 12 ft. ties (4725 Ib. miry break) 7 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression memrwr Home Length Vector Systems Required Armors Required Per Side 0 to 72' 3 2 73' to 90' 4 3 Anchor aruy stamitzer plate comoinauon NOTE: Vector Systems should be spaced as evenly as is pnscticeble along the length of the home. 3 y CD N 0 0 maxl.m. allowableworking drag load for Me vector System wlih the steel cornpresston strut Is 3,150 pounds per the K2 Englneering test report. WIND ZONE I (not to scale) \2 sq. ft. pad/ MOTE: VKw Sirs mis. shllufd be spaced AS everly► as is pmedcabie O W9 the teagih at the home_ Pier s¢edng must be celgil1onitwNll home manufacwW taSW1e11011 t11eEt►rlLtlts andlorstats tiaquileftretts. Solt Ciassiflcatlons: 2, 3, 4A, & 40 Soil Bearing Capacity: 1,000.PSF minimum Anchors Required: None (iriarr'tAge wall anchors may be required by home manufacturer) Home Length Vector Systems Required 0to48' 2 WIND ZONE I -" o� hots efts u`de��,es. \ �\ ♦ ' _ �� bye sg e�.ot rsY iia Vector Dynamics Systems Required _ _ _. - - Waol Su _i- _ �♦ �♦., for Double Section Homes _ _ - - a� �, g t d p�cio�91 stems"° [Materials Required}- -" Examps�°�'S m;$tbe'°_t`° 11t+tstlatt a sPa�og - - ' `\ ♦. _ _ QU"- - maxl.m. allowableworking drag load for Me vector System wlih the steel cornpresston strut Is 3,150 pounds per the K2 Englneering test report. WIND ZONE I (not to scale) \2 sq. ft. pad/ MOTE: VKw Sirs mis. shllufd be spaced AS everly► as is pmedcabie O W9 the teagih at the home_ Pier s¢edng must be celgil1onitwNll home manufacwW taSW1e11011 t11eEt►rlLtlts andlorstats tiaquileftretts. Solt Ciassiflcatlons: 2, 3, 4A, & 40 Soil Bearing Capacity: 1,000.PSF minimum Anchors Required: None (iriarr'tAge wall anchors may be required by home manufacturer) Home Length Vector Systems Required 0to48' 2 48' to 71' 3 72' to 89' 4 Each Vector Foundatlen System rogulre• One Vector Wt. 2 slatted bolls • 2 ea. 1-114 In. ties, length will vary wdh pier height (4725 Ib. min. breeh), 1 as. 4 x 4 pressure treated wood compression member or 2 ua. 2 x 4 pressure treated wood compression member • or t ea. 3-1 i2" or 4• noonlnal SCH 40 PVC pipecompression member • of 1 TOE adjustable steal ettut WIND ZONE i- e Vector Dynamics Systerns Required _ - e y � B�jvn or °��anu for i111uKi Section Homes ��13fl et eY time meta+ � � t —tna �un�bb Lo r (Materials Required) _ _ 0 0 0 x 'ate ra 3' •� a- TAN KIWI 1 �• '�• — ' Soil Classitications: 1,000 PSF 4mBiolmum Solt Bttarin0 Capacity: Llaxtttlum altotraDla working drag load ter the Vector System with The steel Anchor yesganesti gltest' eP01t pounds per th K2 Home Length Vector Systems Required Pe 'p Hotnes uP to 4V 2 Vector Foundation Systems 01 O Homes over 48' 3 Vector Foundation Systems up to 52' variance or _ spacing mustbe consistentwilh tate her" rnstallatton AHomes over 62' 4 Vector Foundation Systems 2 ea. 1-1r4 in. ties (4126 lb. rain. brepa up to 76' 0 0 x 'ate ra 3' •� a- TAN KIWI 1 �• '�• — ' WIND ZONE 1 Llaxtttlum altotraDla working drag load ter the Vector System with The steel NOTE: Shear wall, ridge beam support posts d. straps & anchors may be requinad by yesganesti gltest' eP01t pounds per th K2 marriage wall the home manufacturer. En Vector systems should be spaced as evenly as Is the length of the home. A two foot practicable along + is allowable at each system.Pler variance or _ spacing mustbe consistentwilh tate her" rnstallatton Nalerlala E�h yecroriormdaYan sysmm requr� One Vector 19t 3 manual 2 ea. 1-1r4 in. ties (4126 lb. rain. brepa y 1 ea. 4 x 4 wood compression raemL i or 2 ea. 2 x 4 wood compression mem:)w or 3-112* a 4" nominal SCH40 Pipe cam reseion member or 1 TOE adju:-abb steel atntt �2 sq. fL pa/ N O ' O ci WIND ZONE II (not to scale) \2 sq. ft. pad/ 'NOTE: For singto section homes with eaves that exceed 6 Inches In Zone 2, two additional frame tie anchors with stabilizer plates (one anchor and one plate per side) must be installed in additon to the number of anchors listed In the chart below. Maximum allowable working drag load toll theVector System with the steel compressionstret is 3,150 pounds per tea report. Soil Classifications-. 2, 3.4A, & 4B the K2 Ergineadrigto Soil Bearing Capacity: 1,000 PSF rrlialmum Anchors Required": 30'%90h 4" helix anchor�(59095), 1-114" vertical ties w14T25 Ihs. min. breaking strength. Horne Length Vector Systems Required 1 , Eaves 6' or less Eaves over 6" less than or actual to 12" 0to48' 4 4 WIND ZONE II (Hurricane) 41Y to 80" 5 5 Vector 0r�amics Systems Required 61' to 72' 6 6 for Single Section Homes (, homg ms idetina 73" to 04' 7 7 ,,gie {oYvtaac m byel90 M8 (Materials Required}- __ --- i, ge 85' to 90' 8 8 t a ?2 SPSC, iasis _ %e eneta to t,, EXa�' P�oks 9 oat be - t - - - 6natior aotng m - - laud and sP - - .r 1 ci WIND ZONE II (not to scale) \2 sq. ft. pad/ 'NOTE: For singto section homes with eaves that exceed 6 Inches In Zone 2, two additional frame tie anchors with stabilizer plates (one anchor and one plate per side) must be installed in additon to the number of anchors listed In the chart below. Maximum allowable working drag load toll theVector System with the steel compressionstret is 3,150 pounds per tea report. Soil Classifications-. 2, 3.4A, & 4B the K2 Ergineadrigto Soil Bearing Capacity: 1,000 PSF rrlialmum Anchors Required": 30'%90h 4" helix anchor�(59095), 1-114" vertical ties w14T25 Ihs. min. breaking strength. Horne Length Vector Systems Required Anchors Required Eaves 6' or less Eaves over 6" less than or actual to 12" 0to48' 4 4 5 41Y to 80" 5 5 6 61' to 72' 6 6 7 73" to 04' 7 7 a 85' to 90' 8 8 9 Yeotor Systems should be spaced as evenly as Is redlcebte palotx3 tho k orthe home. Pler spacing rn rrst he conelsrent avith homem maYaclure ra• bWrudrons andior State requirements. ' Each Vector Foundafkln System requires One Vector K0. 2 slotted bolls • 2 ea. 1-114 in. Vies, fanglh will vary with pier Might (47251b. min. O(oak). • 1 es_ 4 x 4 pressure heeled wood compression member' • or 2 ea. 2 x 4 pressure heated wood compression rsember • or 1 ea. 3-112' or 4" nominal SCH 40 PVC pipe comprassion mombe ff • or 1 TOE adjustable steel Strut E. N O O s WIND ZONE II Vector Dynamics Systems Required owe 1 ,nate h eols dei Or Double Section Homes " do,,b%e tos j`e ,,Dl n Stas( [Materials Required) - -1e of 2k ®2B at SQ�ot 9e �ns�a1 i n to h 1 Metttmum elloweble working dreg k)ad for the vector System wlth the steel compression silut is 3,150 pounds per the K2 Engineering test report. NOTE: Vector Systems should he spaced as evenly as Is pre the tenglh of the home. Pler spacing must be consish manufacturers' Instructions andfor slate requirement �xamP on shows Susi be - - 1 , Soil CIS ssiftc:etions:' Soil Bearing Capacity: Anchors Required': 2, 3, 4A, S 40 1,000 PSF minimum 30" with 4" helix anchor (59095), 1-114" vertical ties w/4726 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side' 0 to 48' 4 4 ' to 60" S 61' to 72' 6 6 73" to 84' 7 7 86' to 90' 8 g �1 Each VeclorFoundation Sys [am requires • One Vaetnr Kit, 2 skilled bolts • 2 ea. 1-1l4 In. Ues, length will vary with plat height (4726 Ib_ a -in. break). • 1 ea. 4 x 4 pressure heated wood compression member or 2 ca. 2 x 4 pressure treated wood compression member or 1 ea. -ii2' or 4' nominal SCH 40 PVC pipe compression mambrr • or i TOE adjustable steel Strut WIND ZONE 2 Vector Dynamics Systems Required 3 Section Homes (Materials Required) Maximum allowable warWng drag Coad for the Vector System with the steel compresslorl strut Is 3,150 pounds per the Kt Engineering test report. WIND ZONE 2 NOTE: Longitudinal stabilization is required. Vector systems should be spaced as evenly as Is practicable a tong the tengilh at the home. Pler spacing must be consistent with the home Installation manual. sq. ft. ped Soil Classincalions: 2.3.4A. b 46 Soil Healing Capacity_ JACO PSF minimum Materials: Anchors Required: 314"x 30' anchor (59095), with Vertical Straps Each Vectov foundsfiorl. system-91-4re9 One Vector Kt 2 ea. 1-1f4 In. lies (47251b. min. break) t ea. 4 x 4 wood compression member cr 2 ea_ 2 x 4 wriod cempresslan member c r 3-412" or 4' nominal SC MO Pipe compression nomberor 1 TDEadjuetable steel stout *Anchors Required Home Length Vector Systems Required Per Sid* Homes up to 40 4 Vector Foundation Systems 4 Homeso%W417 5 Vector Foundation Systems 5 up to fit]' Homes over 611' $ Vector Foundation Systems 6 up to 7C Homes over 73' 7 Vector Foundation Systeme 7 up to 84' Manes over 85' 8 Vector Foundalion Systems 6 up to 9V Materials: Anchors Required: 314"x 30' anchor (59095), with Vertical Straps Each Vectov foundsfiorl. system-91-4re9 One Vector Kt 2 ea. 1-1f4 In. lies (47251b. min. break) t ea. 4 x 4 wood compression member cr 2 ea_ 2 x 4 wriod cempresslan member c r 3-412" or 4' nominal SC MO Pipe compression nomberor 1 TDEadjuetable steel stout VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS This Vector Dynamics Foundation system instruction is applicable only on homes set on soils classified as Class 4A 4B, 3 and 2 as described in the table below. For separate instructions for sub -soil, Class 5 conditions (above 50 in. lbs.), contact Tie Down Engineering. SOIL CLASSIFICATIONS Soil Class Types of Soils Blow Count (ASTM Soil Test Probe (1) D1586) Torque Value (2) 1 Sound hard rock...... NA NA Very dense and/or 40 -up More than 550 in. lbs. cemented sands, coarse 2 gravel and cobbles, preloaded silts, clays, and corals Medium -dense coarse 2439. 350-549 in. lbs. 3 sands, sandy gravels, very stiff silts and clays 4A Loose to medium dense 14-23 275-349 in. lbs sands, firm to stiff clays 4B and silts, alluvian fill 175-275 in. lbs Peat, organic silts, 0-14 175 in. lbs 5 Inundated silts, loose fine and lower sand, alluvium, loess, varied clays, fill, fly ash. (1) The purpose'of the soil test probe is to gage the strength of the soil below the surface and near the anchor's helical plate. The strength of the soil is estimated in terms of its' resistance to penetration (flow) under load by means of the torque probe and is measured in inch lbs. The test probe has a helix on it. The overall length of the helical section is 10.75 in.; the major diameter is 1.25 in.; the minor diameter is 0.81 in.; the pitch is 1.75 In. The shaft must be of suitable length for anchor depth. (2) A measure synonymous with moment of a force when distributed around the shaft of the test probe. Information about geographical areas of termite infestations which might require the optional termite and moisture shield when a wood compression member is used may be obtained from the local building official or may be found in the 1995 edition of the Qne and Two Family iDwelling Code. Page 18 California 8/2001 11/06/02 This letter gives Krista Forrester permission to sign for building permits for me and or my company. c� signed: Joel ter -Owner Lifetime Exteriors 5V �1E _0 -qrr VARIES 3los MIN. -P P X � N �� A n A r b Ao m m �zv x 1 3 c> ;d C: z a s .� • 6' C co CD m \ _ 1 o L�t J��NANVRAII NEIGNT I i (`1AX� w rn — 3(o"'MIN. STAIR A W I DTH st 0 2 1 t C9 ZACOO. o ZA C '{ cC4 645 r Q co -P P X � N �� A n A r b Ao m m �zv x 1 3 c> ;d C: z a s .� • 6' C co CD m \ _ 1 o L�t J��NANVRAII NEIGNT I i (`1AX� w rn — 3(o"'MIN. STAIR A W I DTH st 0 2 1 t C9 ZACOO. o ZA C '{ cC4 645 AFf-) OVED Lutkt^ Countye II i �j JOB FINALED Signature ' J=OK O = Not OK Not Applicable MOBILE HOMES = Not Ready' - "• Date MOBILE)HOME UTILITIES Plans OK except #'s oning Requirements -Setbacks -Easements i s,Special MH Support Sketch t 46-8fwer: Location -Test -Fall -C/O Concrete mer; Location -Test -Easement Needed (Sketch) ctric.ity; Location-Clearences-Grn"mp-Concrete as; Location-Test-Wrap:7 /" L" ft. / /"Nat. or/ /-L'154 P'LPG 7. Wel ce & Disconnect i ity Clearance i { Dat Date and B- Date Card B-1 F Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1 Hing Requirements -Setbacks Easements ; (2)Footings: Size -Spacing -Marriage Line f s; H Test-Demand-Valve—Connector { ectricity; MH Test -Crossovers -Breakers -Clearances am; MH Test -Fall -Flex Connector ater; MH Test -Regulator -Connector je-wsre—rand Sewer Connected -C/O to Grade -HD Approval (f)Gas ang_FJectricity Tagged I s; Insp.-Sketch 10. rt. of Occupancy t Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS. CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements - 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-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. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.: Enclosures: Conduit Entries -Terminals -Listed 7. Elec.: Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.: Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ',/=OK O = Not OK - = Not Applicable Not Ready RESIDENTIAL (Single = Date UNDERFLOOR (Plans) OK except #'s Date 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main: Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage: Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric: Underaround 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date -Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Water Htr.: Vent -Access -Combustion Air -Baffle 17. Water Pipe: Test & Anchor -Nail Protection 18. D.W.V.: Test -Fittings & Anchor -Nail Protection 19. Shower Pan; Test. First Floor -Tub Access 20. Test Tub & Shower. Second Floor -Tub Access 21. Gas Pipe: Size & Anchors ----------------------------------------------------------------------- Date Card B-1 Date Card B-1 -------------------- ------------------------------------------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except is's 22. Fixtur_e_& Transformer Clearance -Ins. Protection ------------------------------------------- 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled ------------------------------ -------------------------------- ---- 25. Romex Installed Close to Edge of Studs & C.J. -------------------------------------------' - 26. Equip Ground made up wiMech. Fastners-Bond Gas & Water ------- --------------------- ------------------- 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI ------------------------------------------ ---------------------------------------- 28. Subfeed Wire Size ga. Cu or AI-A.C. Wire Size ga. Cu or At •--------•- --------------- ------------------------------------------- 29. Range Circ. r ' ga. Cu or AI -Oven Circ. r / ga. Cu or Al. Insulated Neutral ❑ Yes - ❑ No - - ------- ---------------- -------- 30. Service -Riser Conductors & Ground -Main Disconnect ------------ ---------------------•--•--------- 31. Equip Clearances Panels-Motors-Mech. Equip. ----------- -- . - ---------------------------------------------- 32- Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector ------------------------------- ------------------------------------------------ Date Card B-1 Date Card -B-1 ' - - - - - - - ------------------------ - Date Card B -I Date Card B-1 Date MECHANICAL (Permit) OK except R's 34. A _C. Ducts Insulation & Support ------------ ---...------------- --------- 35. Vent Fan. Exhaust above insulation -- ------------ - --- ------------------------­----- ------------ ----------------------' --- _____ 36. Condensate Dram & Overflow: Size & Grade 37. Furnance-Vent: Access -Comb Air -Return Air Vent -115 outlet 38Attic Access & Platform if Furnance in Attic -------------- -- - - . ..... --- ._ ._._ ...... - - Date Card B-1 Date Card B_ I Date Card B -I Date Card B-1 Date FRAMING (Plans) OK except a s 39 Sils. Proper Mater al & Anchors .. 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound 41 Bearing Walls over Girders & Floor Nailinq 42 Draft Stop in Walls (rat proof) 43 Fire Stops. Furred Ceilings -Stags -Chases -Tub 44 Headers & Beam -Size & Bearing & Duplex) FRAMING (Continued 45. Hangers -Post Caps -Anchors -Connectors 46. Cling. Joist-Rftr. ties -Pu rlin -roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing _51. Property Line Firewall & Openings _ 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits _ 53. Stairs: Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding-Nailinq Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infi ltration-Wal ls-Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 61. Ext. Steps -Door & Sidelight Protection -Landings ----------------- 62. Smoke Detector 63. Furnace: Vents -Clearance -Comb. Air -Connector- j In Garage: Above Floor-Ducts-Mech. Protection ---------------- 64. Bedroom Exiting _ 65. --G F.I & Bath Fixtures & Tub Access -Spa ---------------------------- - 66. Elec. Trim & Subpanel: Breaker Sizes & Labels -- ------ --- -------- 67. Stairs & Rails ---------------------------------------- -- 68. Fireplace or Stove: Clearances -Hearth ----------------------------------------- - 69. Elec. Outlets at Wood Panel: Int. & Ext. 70. Kit.Fixf & Appliance: Grnd.-Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter - ---------------------------- - 72. Garage Fire Door: Swing -Landing -Closer -------------------------- - 73. A.C. Duct in Garage -Damper - --- ------------------------------ 74. Wir. Hir.: Vents -Clearance -Comb. Air-Connector-P.R.V. . In Garage: Above Floor-Mech. Protection ------------ ----------------------- 75. Plb.. Elec. & Mech. Equip. Listed for Location ---------------------------------- ------------- 76.- Elec.-Receptacles in Garage_ (G_F.I.)-Romex Protection 7;. Insulation -Foam -Looked in Attic ❑ Yes ------- - - ---- ----- ---------------- 78 Guard Rails & Deck -Construct ion -Post Caps 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor- ❑ Yes ...... --------------------- 80. Following instld.: Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No ------------------------------------------------ --- 81. Stucco: Brown -Finish -------------------------------------- 82. A.C. Unit: Disconnect. Electrical. Plumbing ------------------------------------------------ - --- 83. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings--------------------------- - - - - - -- - - - ---- 84. Water Well: Disconnect. Electrical, Plumbing - - --- -- -- ---------------------------------- --- 85 Exterior Elec. Trim: G.F.I. Receptacle -Underground 86 Ventilation Throughout House . ... __ ... ------- -•-------------------------------------------- 87. Glass Protection _ ------ ------------------------------------------------' 88. Corrections from Previous Inspections ...... .._._... ....... ---'--------- --------------------------------------- 89. Gas Test -Meters Tagged: Gas -Electric _......... .._..-- ----------------------------------------------- 90. Water & Sewer Connected -CIO to Grade -HD Approval -.-._ ----- - ----------------------------------- 91. Energy Compliance Certif care -Other Certificates Date Card B -I Date Card B-1 ------ --..... ----------------------------- DateCard B 1_-_-_______ -Date - Card B-1 Date Card B-1 Date Card B-1 Comments at Final: ----_ Q3� COUNTY OF BUTTE- DEPARTMENTOFDEVELOPMENT SERVICES - BUILDING DIVISION 4- 7 County Center Drive - Oroville, Galiforrita 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT Ir ASSUHPZIMI uTr6 3U 117 ZONING BUILDING PERMIT OWNER HAM EAMILY TRUST TELEPHONE 589-2114 SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 60 CANDY DR T , CA 95966 CONTRACTOR'S NAME UNKNOWN TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNI(NOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ xxxxx Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 23.00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty- $ BUILDING ADDRESS 61 CANDY DR r PERMITFEE $ 23.00 PLUMBINGPERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISIONSNAME PARCEL MAP Solar or heat pump water heater 23.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome R Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilitiesd Installation ❑ Other ❑ Describe Work: 3 BEDROOM Mobile Home Sv 9-a 17W, 920.00 60.00 PERMITFEE S 80.00 Contractor ELECTRICAL PERMIT Filina Fee 20:00 Main Service000v OR LESS ( 200A OR LESS ) 23.00 21.00 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 DECLARATIONOUTLETS I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR OR ADDNS. ( 8 ACC. BUDS. ) SO. 3.5¢ FT. NEW CONST.ULTI-OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( POWER APPARATUS ) 8 SINGLE OUTLET US F Ex. Occup. (OUTLET OR FIXTURES ) 00 20 Q 1.00 BAL .50 Ex. Occup. (DRES D.) R 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring .20.00 23.00 PERMITFEE $ 63-00 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 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.) K 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 with those provisions. X ��___ Date �� Sig ature of Applicant - J<0 --w ner ❑ 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 P 166.00 HAZ. D. FEES IMP FLOOD COFj PARCEL PD H s This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been (� By Date // PERMITEXPIRESON lC o provisions to do work paid. //) l4-60 ") / ) ReceiptNo. j g5q(�- WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT •''b,.'7' - ,. ...Ty. •.. >+r..'r ,.'i3".r^-x �l,rYr.... .-w ,v. .: ;.�'�,�„'.�- r�-'!w,rr�i''fT..r�r'n15.�i-`..;'1. .. s --t ,-F ... -.... i COUNTYOF BUTTE - DEPARTMENT OF D VELUPMENTSERVICES - BUILDING DIVISION�� 7COUNTYCENTER DRIVE O E ROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 OWNER Proposed Building Use PERMIT APPLICATION DATA SHEET A I No. Building Inspector 7 Date r At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: • GATE RECEIVED BY 1. All items have been submitted. .......I ... . 2. Plot plans, 3/4 sets, signed by preparer of plans. ;.......................... 3. Complete plans, 3/4 sets, signed by prep�arer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets; witkwet iignature on.plaris. ............. 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. Uobilehome data and manufacturer's installation instructions, 2 sets,.,.e .......... 10. Fees of $ ......................................... . Impact fees as shown on attached schedule. . California Department of Forestry plan approva ee �p o�-'�...w �. lood elevation letter (100 year flood-) by Gylifornia Engineer ....... / -14. tanitation and plot plan approval ©h CJ 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. .......... . 9. Driveway permit (construction approval required prior to occupancy).r Pre -Inspection request 20. Pre -inspection for required. . to Building Inspector. (Date) 21'.,, Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance. .................. . er-Builder Verification (Given to owner Mail toowner" ............ 4Recorded copy'of Agricultural Acknowledgement Statement . ....:............. U 5. 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 . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. r 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. Plan check list . ...................................................... t 33 34. When you issue the permit, process as follows: _�IVlail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other „ ., Parcel Creation Acreage Applicant Date 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 be 'submitted 1. Index permit for above items No. _ 2. Additional items required: permit issuance: (Circle new item -not checked above). Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by 6 ) Q Bay's Date /o -S. � Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works E.N. USE ONLY Plot Plan Attached Floor Plan Attached Scot to B.D.— TO: .D.— TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance A-ktnt fA.,, R Owner � Location Plan Approved for: Sewage Disposal Water Supply: Public Clearance for bedroo mo ile . Other APIs Private Well Q/07 DEPARTMENT OF 7 COUNTY CENTER I; OWNER PROPOSED BUILDING USE COUNTY OF BUTTE ;LOPMENT SERVICES - BUILDING DIVISION OROVILLE CA 95965 TELEPHONE (916) 538-7541 A.P. # DATE REC. # DATE REC 1. SCHOOL DISTRICT FEES (paid at District Office) .2. SHERIFF FEES (paid at Building Division) Residential....... x =$ unit amt. Commercial (sq. ft.) . x =$ 3. URBAN AREA FEES (paid at Building Division) Residential (per unit). x =$ #units amt. Commercial (sq.ft.).. x =$ sq. ft. amt. 4. RECREATION DISTRICT FEES (paid at District Office) 5. THERMALITO DRAINAGE DISTRICT FEES $400.00 (paid at Building Division) 6. SRA FIRE INSPECTION AND PLAN CHECK V?L $89.00 (paid at Building Division) 7. WATER TENDER FEES (BATTALION # ) $200.00 (paid at Building Division) 8. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 9. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE And when recorded mail to: Building Division #7 County Center. Drive 95-0346821 Rec Fee pp 1 COP 1.50 Recorded I.Check 10.50 Official Records I County of I Butte I Candace J. Grubbs I Recorder 1 Oroville, Ca. 95965 1O:55am 10 -Oct -95 1 PUBL XX 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date: - -% State of California County of Butte On 9/21/95 Des��ZlP7-10 ,�{rT�rC�/e0 coU1yry QUAD/N® pEPrrrE 4C 1 p 1995 PROPER ',I� - 4Y #4NAI , - ' // AI before me, Ashley DaSilva personally appeared Wayne E. Hann and Nelda M: Hann --- ------ - ------------------ personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and ackno%cledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. ASHLEY DA SILVA ,� / = Comm. 4 979603 i ,/ / NOTARY PUBUC • CAUGAMA Signature-�/l j/� ,���� 1/�,�. —Seal: Butte County + My Comm. E><ares Nov. 29, 1996 A.P.#' ' U 88-2 ! 985 ORDER NO. BU -99804-3 DESCRIPTION ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE 0= CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL I' PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, BEING A PORTION OF SECTION 11, TOWNSHIP 19 NORTH, RANGE 4 EAST, M.D.B. & M., WHICH PARCEL MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA,. ON OCTOBER 18, 1985, I BOOK 102 OF MAPS, AT.PAGE(S) 3. PARCEL II• RIGHT OF WAY AND EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES. OVER CANDY DRIVE AS SHOWN ON THAT CERTAIN PARCEL MAP, BEING A PORTION OF SECTION 11, TOWNSHIP 19 NORTH, RANGE 4 EAST, M.D.B. M., WHICH PARCEL MAP WAS RECORDED IN.THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 10; 1985, IN BOOK 102 OF MAPS, AT PAGE(S) 3. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED ABOVE. PARCEL III• AN EASEMENT FOR ROAD AND PUBLIC UTILITY .PURPOSES OVER T::E FOLLOWING DESCRIBED PARCEL OF LAND: AREA A OF ORANGEDALE SUBDIVISION UNIT NO. 1, AS SHOWN ON IMAP RECORDED IN OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 19, 1964, IN BOOK 31 OF MAPS OF BUTTE COUNTY OFFICIAL RECORDS, AT PAGES 23 AND 24. END OF DOCU;sjEi�- This set of plans and specifications ].djL ,.' be .kept on the jcb at all t ni£s and it is ur4awful to make any changes or alterations sa ne without viritten permission from the Its ,artment of Public Works, County of Butte. NGTE: All Materials & Workman, .'t Se In Accordance with Recognized Good actives and of a Quality Prescribed for the Sp ..;fried use In the Uniform Building, P1u1P'., g & Mechaniea.t Codes and the Hational Eler„rioal Code. The attached Fire Safe requirements must be completed as specified and approved by C.D.F. . . REVIEWED DY BUTTE CO. FIRE DEPT. CALIF. DEPT. of FORESTRY (] approved as submitted approved with conditions per attache sheet. Date Signawro ALL STRUCTURES AND EQUIPMENT INCLUDING OVERHANGS SHALL BE CLEAR OF ALL EASEMENTS. A SET BACK OF 10 FT. FROM THE SIDE AND 3-o FT. FROM THE REAR PROPERTY LINES AND FT. FROM THE ROAD CENTERLINE SHALL 13E CLEAR OF STRUCTURES AND EQUIPMENT EXCEFT FOR A 2 FT. EAVE OVERHANG. -1 . Copy � t0-; --IL � AP# CDF FIRE SAFE REQUIREMENTS j S--23.3 9 6�WA✓ A�_"/,Ly -7: .Ts * PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards.. Field inspections will be made by the Butte County Building Department for compliance. 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these. standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards j 1273.02 Surface. All driveway surfaces and structures (bridges, \ 1273.07 culverts and other app irte-iant-structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,.000 pounds. Cy 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius (,r] .1. No roadway shall have a horizontal inside radius of v curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. [(G 2. The length of ver':i^l curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [�] 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 I feet long with a minimum 25 foot taper on each end.. [ 1270:10 Width. All driveways shall provide.a minimum 10 foot I traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page .1 of ?, �o —0 3 133 / WAJ 41;n I L V AP # PERMIT '# NAME [ 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. ('(] -1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet'of the building. 1273.11 Gates (P 1. Gate entrances shall be at least -two feet wider than the roadway it serves. . [�] 2. The gates must be located at -least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ ] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. ] 1. All parcels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ul] property lines and/or the center of the road. [ ] 2. For parcels less than l'acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [j 1276.02. Disposal of Vegetation and Fuels.. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of.flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification. shall be completed prior to completion of road construction Dr fi_ral inspection of a building permit. Page 2 of 3 �d �a3 AP # OP qJ =2335 PERMIT # Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves NAME [ ] If Building Setback'is Less Than 15 Feet Choose any 3 of.the following: - Metal -or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed i0% of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal ' Other Butte County Fire Department approved materials Date Signature Page 3 of 3 ^i • ::^`y."i � �f�" :� •.i �t r Y �_ �Y"r's..i y, ', � >:.'• :� ..� i; . ,���iyµ--t—�-„�,s.. YJ, -,'�' ;�.ifr"� `�i,.� 7: r�.t �. rt` � -t l 'T,{. ill MOBILEHOME INSTALLATION ACCEPTANCE COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES ;.? BUILDING DIVISION --7 COUNTY CENTER DRIVE OROVILLE; CA 95965---PH6NE-(916) 538-75.41...+. } APN: PERMIT NO.: _r z Ga Owners: �I�'�• 4w _ - Al r— 113"L l 1i U2 C.t Name: Owner's: Address: Mobilehome 6_7 Year of ( TTT Manufacturer Manufacture: Serial numbers / �P ••.• Insignia or K A - D �q 1-7 or V.I.N. HUD number: Official roving installation: Date: i If the mobilehome is moved or relocated, the mobilehome installation acceptance shall become invalid. This form shall not be used when the mobilehome is installed on a foundation system. 5138 White -Owner, Yellow -Installer, Pink -Bldg., Gold -Assessor 4 COUNTY OF BUTTE- DEPARTMENt OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California .95965 - Telephone (916) 538-7541 PERMIT N . APPLICATION AND PERMIT � ASSESSOR PARCEL NUMBER 068-030-166 ZONING AR1 BUILDING PERMIT OWNER HANN FAMILY TRUST TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNERS MAIUNG ADDRESS 60 CANDY DR OROVILLE, 95966 CONTRACTOR'S NAME AL'S MOBILE HOME SERV TELEPHONE CONTRACTORS MAILING ADDRES 0 DEERSPRINGS LN BERRY CREEK Fireplace CONSTRUCTION LENDER UNIwOWN Total Valuation is Filing Fee $ 20.00 LENDER'S MAIUNG ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDINGADDRESS 61 CANDY DR PERMITFEE S 43.00 OROVILLE PLUMBINGPERMIT Fling 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 C� Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation IN Other ❑ Describe Work: 3 BEDROOM MH RE: 195-2339 Mobile Home I S I G W @20.00 PERMITFEE g Contractor ELECTRICAL PERMIT Filina Fee 20.'00 Main Service OOOV OR LESS ( 200A OR LESS ) 23.00 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. ❑ 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 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. f� I 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}f�su anc� carrier nd polity number are: Carrier compensation? ��o %C 4(/ s�A , NEW CONST. DWELLING OCCUR \ OR ADONS. ( 8 ACC. / so. 3.5¢ FT. NEW CONST. MULTI -OUTLET UTLE NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. (OUTLET OR FIXTURES) 20 Q I.00 BAL 0 .50 EX. Occup. (ouTLEEP S D.) Drs R 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE t Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number / O (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with thos rovisions. ---1 X Date 1lel e.<-7- 93 _ Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee Is 100.00 Energy Inspection Fee is Occ CONST. TYPE TOTAL FEE $ 143.00 HA2 D. F IMP FLOOD CDF PARCEL PD HDA ISsuE This permit is hereby issued under the applicable provisions of the Butte Count Code and/or Resolutions to do work indic d b e for which fees have been paid. p Z S By Date PERMITEXPIRESON (Date) Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ' INSTALLER/CONTRACTOR: CERTIFICATION . A I CERTIFY THAT -I HAVE INSTALLED TIS Tt DO``'N ENGINEERING ANCHORING SYSTEM AS PER' TIB DOWN'S INSTALLATION INSTRUCTIONS AND THAT NO MODIFICATIONS HAVE BEEN MADE TOi THE ANCHORING SYSTEM OR BUILDING STRUCTURE. COMP T 6.� ANY DAME: � 0C CONTRACTORS LICENSE l �5 ' DATE: � 9SIGNATURE PAGE 9 MIC2 59292 I,1 G RB MIDH MIS2 59110. CROSS..DRIVE ROCK ANCHOR 3/4" X 30" ROD 59096 5/8 X 30" CORAL ANCHOR- . 59292 LATERAL STABILIZER PLATE 59145 -GALVANIZED ROOF BRACKET-- 59100 RACKET59100 DOUBLE HEAD ONLY 59105' SWIVEL ADAPTER HEAD C-.7 56 BUCKLES C--wr= M_ ,m i-iis. TN J8 1 33 901-3<35-1 199 r, -,x 90 1-386-66 1 4 1 PAGE 10 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE -2339 OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please tact this office immediately.. �zr JI S Datee1-1 C) 1 15( 1 171Inspector REV 10/92 �f -. �ii'`t'.r .''"'�� .� fTv.,,.yti-.r4�.:•_�i^t�LI+Y�'+�i'r':+�.-♦ �' . .72.)....� y.�l..f ...,a��t's'•iCt' 2 ;"'�•.!thriy, ys"tr ftii 1� ll�'4n.-_F'M*.-....'1..�'T"w %Y.,:• r.. j COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION �. 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER /2` 2=kt A. P. No. Nq --03 0 % 6 Proposed Building Use Im Building Inspector Date ZWO .., At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECENED BY 1. All items have been submitted . ................................. . ..... . 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4: Engineered plans and calcs, 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. Mobil home data and manufacturer's installation instructions, 2 sets. ........... 10t of $ . ..........'.............. . ................ �p impact fees as shown on attached schedule ............................... 40-,2b'9�5> 2 3 12. California Department of Forestry plan approval/fees. ....................... . -13. Flood elevation letter (100 year 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: ........ f 18. Contact Land Development about (A) Improvements (B) Drainage. ........... 19. Driveway permit (construction approval required prior to occupancy). ... a o� request 20. Pre -inspection for required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans 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 . ........................................ . O 28. Mobil home 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. Plan check list . ...................................................'. . 33. w 34. Whey you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephon S nd hold for pickup at no -6 office. Deliver with inspector. 1/Other rcel Creation Acreage Applicant Date �� e, -e- / Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fir�Dept. Other Date By The following data must be submitted 1. Index permit for above items No. _ 2. Additional items required: ance: (Circle new item not checked above). Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone -mail Counter by _ Date Plans checked by Date /D /8 6 -Plans approved by Date Sets of plans on hold in File cabinety AP folder Copy - Department of Public Works COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 IMM V I PROPOSED BUILDING USE A.P. # — D 3 a —16-4 DATE 1A 11,o REC. # DATE REC SCHOOL DISTRICT FEES (paid at District Office) ray . SHERIFF FEES (paid at Building Division) Residential...... x unit amt. Commercial (sq.ft.). x =$ 3. URBAN AREA FEES (paid at Building Division) " Residential (per unit). , x =$ #units amt. Commercial (sq.ft.). x =$ sq.ft. amt. 4. RECREATION DISTRICT FEES (paid at District Office) 5. THERMALITO DRAINAGE DISTRICT FEES $400.00 (paid at Building Division) 6. SRA FIRE INSPECTION AND PLAN CHECK . $89.00 (paid at Building Division) 7. WATER TENDER FEES (BATTALION # ) $200.00 (paid at Building Division) 8. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 9. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE x COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 APPLICATION AND PERMIT PERMIT NC me, EasonPARCaNLI _a _ 4, PDNMO BUILDING PERMIT MNattSO. Z4, rTr FT. OCC. BUILDING VALUATION owNora M7aREss COWAAC110" NAI! I , r - Courp.W OR's MAILM ADORESS 1 _ C G Fireplace CONSTRUCrM L17CHM UN1P4OWH Total Valuation Is Fling Fee S 20.00 ' LENDER'S MAIL*10 ADDRESS Permit Fee b ARCNQECT OR ENOtNEER LICENSE NO. Plan Checking Fee b ,. D U 1 Energy Plan Checking Fee $ ! ARCWrECr OR ENMEEJiS MU20 ADDRESS Penalty S j auanMADDREss / _ �j PERMITTEE b a' PLUMBING PERMIT Fling FFee 20.00 j V r Each Trap 7.00 U)TNO. SUBDMSIONSNAM PARCEL YAP Solar or heat pump water heater 23.00 Water piping 15.00 USEOFSTRUCTURE SF O Duplex ❑ Mobilehome Dl"6ther SPEC" Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 l Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation Other ❑ Describe Work:oC/�.� Mobile Home ISI GI W 920,00 PERMITFEE S Contractor ELECTRICAL PERMITFlin Fee 20.00 Main Service �� oR LESS ( 200A oR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 ! • LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that 1 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.FIXED DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason 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'I compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comp�]j �w-ith those provisions. -4' --_ __— X Onte Si9 nature o Applicant 2 ❑ Owner ❑ JCntractor ClAgent An OSHA permit is required for excavations over 50"deep and demolition or construction of struetures over 3 stories in height. NEW CONST. OWEWNG OCCUR OR ( a ace. Blas. ) SO. 3.5¢ FT. CNS. NEW CONST, MULTI.OUTLET NON•RESIO. ( BRANCH CIRCUITS ) 97.50 POWER APPARATUS (a SINGLE OUTLET CIR. ) Ex. Occup. OR fOCTUREs ) 200 1.00 SALOWNER-BUILDER .(OUTLET APPLNS. OR EX. Occup. (OUTLETS IRESID.1 EA ) 5.00 j Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 1 PERMITFEE S Contractor j MECHANICAL PERMIT Filing Fee 20.00 g Heating l Cooling I f Hood 6.50 Ventilation PERMITFEE S Contractor Mobile Home Installation Fee is Energy Inspection Fee S OCC CONST. TYPE TOTAL FEE $ `MO MAZ. O. FEES I IMP 1 FLOOD COF PARCEL PO sSUE 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. in By Date BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) __.___�Sc hool District e��,' JL E16,1e r4 TQ. y v Building Department No. A.P. Number 06 EaS®- dl, Jurisdiction: 0 City County Property Owner&,_tq Property Location/Address Subdivison Residential Development Commercial/Industrial Ce 9 -an- V A Building Departm t Repr( Fn No. of Living MHI Units New Lot No. Sq. Footage 4 Addition (Group Sq. Footage Addition (Floor Plans reviewed by School District Personnel) (Including Exterior Roofed Areas) U /9, - Date/ District Identification No. 0 �9 (� School District certifies that (Applicant) (Phone Number) (� 915- 9G (Zip Code) has complied with the requirements of Resolution No. 90 - 9 V__/0 by payment of $ o2S7j representing square feet. As 2926 $ :- FULL MITIGATION $ Date Paid by Check # Remarks:` Bank Number Paid by Cash If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformmkl (11/94)dmm M.H.L- 2 Mobilehome Manufacturer: �1--1i4 ty7i2 /0)v Manufacture Year: / If other than single wide, furnish Setup Model Number: .Z 7 3 Width: �(ft.) Length:C(ft.) Tagalong or Expando Size (ft.) x (ft.) On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's n itallation manual and structural setup. sheets. _.FOOT INGS -Wood pressure -treated -or ftp. Ogio_n. *ads[ P Othec 'SU.U.PPORTS .-concrete block[X'- Other.. Provide Tie Down Specifications for all Mobilehomes: Pier Footings Sizes and Location SINGLE WIDE MULTI -WIDE Line 1Line I Line 2 Line 2 ................................................................................................ ;This set of plang',n� mt?ons-Pt USS'w",b�..:........... ... .. .. . . Line 2 Tcept on tine joy �$ ea11 'rimes exr�d i'4 rs unl�w4ul uie 2 Line 1 Line 3 Oily -M.MVES U1, UlTerationson samie witlioui Line ,SAT', dI3 prr :7a:e , t: iYr the-®-_p-*rtmont-af-Publre ............. �v CT S Ciol#Bt�f Q R,Ateain Beams ................................................................................................ Line 2 Line 1 Tag or Triple Line 1 Piers: Size minimum: x rld I Spacing maximum: From ends -maximum: ` Line 2 Piers: Size minimum: [/ C ] x [ 01. Spacing maximum: 1 11-/ ` 4` From ends -maximum: / ` p ` Fr c1 p,,, Line 3 Roof Loads: Size minimum Location (from front): Line 5 Roof Loads: Size minimum: Location (from front): MQ;EEs—Ali Materials & Workmanship Sl, ? 4� ance wi`-h Recognized Good Pract of e4 quality prescril-6 for the Specified u l.l.ur;aerni Building, Plumbing iX merchonicgi C the Nationgl Oectricsal Code. F:5 Qn4 Line 1 Openings Size minimum: [ 12 ] x [ -70 ] F Each side of openings vNo%A- Car�✓1� a with width over: 0&,7- -14 vT-14 6V/ v .w.r 41 ;P e NiiS,1' Line 4 Piers: Size minimum: [ ] x [ ]. Spacing maximum: ` From ends -maximum: ` ayxso1yx3� jsvygo yx30 - ;1-y' 6" I yo '/- 5.-6' BUTTE COUNTY PROVED OVER qs- 02 5z 1. Owner's Name: PUA 2. Assessor's Parcel Number: � 3. Ir:staller's Name: 4.. Is the site .currently under permit? Yes[�Q No[ /] Perrriii .ivo. 5. Is the site an existing site? Yes[ ] NoL4 (If yes, furnish two plot plans). 6. What is the electrical rating of the mobilehome? /Dj� Amperes. 7. What is the mobilehome site circuit breaker rating? Amperes. 8. What is the electrical rating 'of the mobilehome site? 2 O Amperes. 9. Is the main service remote from the mobilehome site? Yes[ ] NoK, ] 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[ ] 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[ ] . 12. Size of gas pipe at the mobilehome site from the meter br 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 ' �K JUL 8 ' 94 1 FP.UM CHAINP 1 ON. HOHE y�-- COUNTY OF r:U77E BUILDING DEPT . f� OCT 0 1995 Q p A o V v► � d} � � T k n roK, AT : e o _ I TO MH CTR -0 p .: -.. jZ i douNTY or aurrg BUILDING DEPT i �Y ,�t?t>icr?Ki;:t�:t::c;;;c:itt;•.;:�l.t:.`'��1�:i:�:it:tts't`t; �:t�ir< <i�� i• APPROVED' Butte County ironme He 1 tz Te L/ fit► � • • .S l t i� .. . (•. .' r "t �':� °, (. •:;; .:rf' iii .... , . �t , a. _ . t..... ;�i�;., .aR,c r'4t.. t�;<: .,,.. :;:•.•,�'�r?�i•.ifi3s i't , t: , u t .. APPROVED' ' Butte Count,, lronme 56 '112 1 gkAP,i, GAS Support Struc. 1� 4t• i a�, ��F( ff�'a Other 0WNEI� d' � rk• R'"t K Y7 f 7 PERMIT 4 ize ` Size MH..UTILXLEARANCE DATE �:`• INSPECTOR 46-�R ELECTRIC GAS Support Struc. Compaction Test -Req. arvice Other Pipe YES NO YES1 NO ize Load Type Size Length LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH ; PERMIT CLEARANCE Buiia►ing Permit No. V<. OWNERS'' LL A.P• NAME•, CTann Eazl)i (, _ jn ('s ->L NUMBER: -Q('0? -0 (_L' I /A L,0 PRINT LAST NAME FIRST COUNTY ZONING /) / FLOOD ZONE: FLOOD MAP: ?7 5 DESIGNATION: /� APPROVED: CONOMONALLY APPROVED: P%c RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: MAP INFORMATION: DATE OF RECORDING OCA41, ��. l `t �� LOT "' ' BOOK ly 2 PAGE 3 COMPLIANCE WITH OLD SUBDIVI ION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF,MAPS AT_ PAGE 23): YES NO. IF YES, MARK APPROPRIATE'ITEM(S).BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE. BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a ft.building setback from right-of-way/centerline of 3. Maintain a 100 ft. leachfield setback from all existing wells. 4. Maintain a ft. leachfield setback from _ 5. Pay water tender fees in the amount of $ to Battalion Number _ 6. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. _ 7. Connect to a public water supply. 8. Connect to a public sewer system. •1 of the Butte County Fire Department. _ 9. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. _ 10. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ _ 11. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) _ 12. Obtain approval from the Department of Fish --and Game for vegetation removal. Contact Fish & Game'at 916-355-7010. _ 13. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Paymew to be owda to the P!<srrkjg Dfidaan. _ 14. All new residential buildings, shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with.the Seismic Zone 3 requirements of the Uniform Building Code. _ 15. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 16. Pay school impact mitigation fees. X 17. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 18. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of"1988 as amended. —19. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 20. 21. - 22. 23. 24. 25. ago A a " real LD 9/95 - C:\WP51�FORMS.K\BLDGPERM.CLR PERMIT NO. 2153-88B, E PERMIT EXPIRES r OWNER WAYNE & NELDA HANN CONTR. owner ASSESSOR PARCEL 68-03-166 LOCATIONS Candy Drive, ORoville yf -T Q, Temp. Power Pole Called PG&E Temp. Elec. Se Called PGb Temp. Gas Ser Called PGb is 4� JOB FINALED r Signature 4' r =. OK , = Not K' 0 O Not ' = Not Readyable MOBILE HOMES licMISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DE KS,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements . Zo ing Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch ootings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connec.- . Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap: / /."L"ft. / /"Nat. or/ /"L"ft./ /"LPG 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Ca rts; Windows -Doors 7. Utility Clearance14 lec. g; Sills-Anchors-Studs-Rftrs-Trusses . S' ng;,Nailing-Veneer-Stucco-Mesh Card -131 Date Card -B1 Date 46-Roaf Shthg-Roofing Card -131 Date Card -61 Date . Ext.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s Card -B1 Card-B1�� , Date — Card -B1 Date at Card -B1 Date 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector Y 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date POOLS (Plans) OK except #'s 5. Drain; MH Test -Fall -Flex Connector 1. Setbacks -Easements 6. Water; MH Test -Regulator -Connector 2. Soils; Compaction -Structure Stability 7. Water and Sewer Connected -C/O to Grade -HD Approval 3. Pool Structure; Steel -Connections -Thickness - Dead Men -Lining 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI 10. Cert. of Occupancy 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed .7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.;Grounding; Equip. w/5' -circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit Card -B1 Date Card -B1 Date Card -131 Date Card -131 Date 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Card -B1 Date Card -B1 Date Card -131 Date Card -B1 Date = OK = Not = Not Applicable RESIDENTIAL (Single and Duplex) = Not Ready Date UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) 1. Zoning -Setbacks; -Easements -Flood -Slope 45. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 46.. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. 3. Ftg., Garage; Soils -Steel-/ /" Ftg. Depth 47. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 4. Fig., Porches & Decks; Soils -Steel-/ /"Ftg. Depth 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel-Blockouts-Wrapped 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Garage; Steel- Blockouts-Wrapped 50. Garage Fire Protection Framing 7. Slab; Steel -Wrapped 51. Property Line Firewall & Openings 8. Piers -Fireplace Ftg.-Steel 52. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 9. D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 10. Gas Pipe; Size -Anchors 54. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchors -Regulator -Service Test 55. Siding -Nailing Veneer 12. Electric; Underground 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 13. Plenums & Ducts; Clearance-Material-Supprt-Ins. 57. Glazing Area -Glass Protection -Skylights -Plastic 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 58. Shear Walls; Nailing -Bolts 15. Insulation 59. Insulation-Walls-Clg. 60. Infiltration-Walls-Wndws Card -131 Date Card -B1 Date Card -131 Date Card -131 Date Card -131 Date Card -131 Date Card -61 Date Card -B1 Date Date PLUMBING (Permit) OK except #'s 16. Water Ht. Vent -Access -Combustion Air -Baffle Date FINAL (Plans) OK except #'s 17. Water Pipe; Test & Anchors -Nail Protection 61. Ext. Steps -Door & Sidelight Protection -Landings 18. D.W.V.; Test-Fttngs & Anchors -Nail Protection 62. Smoke Detector 19. Shower Pan; Test, First Floor -Tub Access 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 20. Test Tub & Shower, 2nd Floor -Tub Access 21. Gas Pipe; Size & Anchors 64. Bedroom Exiting 66. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes -Labels Card -131 . Date Card -81 Date 67. Stairs & Rails Card -B1 Date Card -131 Date 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. Date ELECTRICAL (Permit) OK except #'s 70. Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance 22. Fixture & Transformer Clearance -Ins. Protection 71. Elec. Outlets & Receptacles at Kit. Counter 23. Elec. Receptacles Spacing -Lights & Switches at Doors 72. Garage Fire Door; Swing -Landing -Closer 24. Size Boxes & No. of Conductors -Stapled 73. A.C. Duct in Garage -Damper 25. Romex Installed Close to Edge of Studs & C.J. 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 26. Equip. Ground made up w/Mech. Fasteners -Bond Gas &Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/G.F.I. 75. Plb., Elec. & Mech. Equip. Listed for Location 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or AI 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 77. Insulation -Foam -Looked in Attic ❑ Yes 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes No 78. Guard Rails & Deck Construction -Post Caps 30. Service -Riser Conductors & Ground -Main Disconnect 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 31. Equip. Clearances Panels-Motors-Mech. Equip. 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑Yes ❑ No 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector 81. Stucco; Brown -Finish Card -131 Date Card -61 Date 82. A.C. Unit; Disconnect, Electrical, Plumbing Card -131 Date Card -131 Date 83. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Openings. Date MECHANICAL (Permit) OK except #'s 84. Water Well; Disconnect, Electrical, Plumbing 34. A.C. Ducts Insulation & Support 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 35. Vent Fan; Exhaust above insulation 86. Ventilation throughout House 36. Condensate Drain & Overflow; Size & Grade 87. Glass Protection 37. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 88. Corrections from Previous Inpections 38. Attic Access & Platform if Furnace in Attic 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates Card -B1 Date Card -B1 Date 92. Roofing Certificate Card -81 Date Card -131 Date Card -131 Date Card -81 Date Card -131 Date Card -B1 Date Date FRAMING (Plans) OK except #'s Card -B1 Date Card -131 Date 39. Sills, Proper Material & Anchors Comments at Final: 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Header & Beam -Size & Bearing (NOTE: An entry must be made each time you visit job site) J COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PER 7 County Center Drive - Orovllle, California 95965 -Telephone: 916/538-7541. APPLICATION AND PERMIT SS SSOR CEL NUMB R 6 ZONING BUILDING PERMIT '10w ER N' I c►� TEL HONE s - SQ. FT. OCC. BUILDING VALUATION '/ �//�r R' AA II^ NG If C NTRA TOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS F i rep I ace CONSTRUCT LENDER ALEN f yc UNKNOWN I Total Valuation is Filing Fee $ 10.00 DER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS S Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTUREGas SF ❑ Duplex❑ Mobilehome❑ Other • 4 sPEC1 FD1 U piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home I S I G JW O.00ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other Describe wo k: C Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main serviceOOV OR LESS 6110.00 00 AMP OR LESS Main service EA. ADD'L 100 AMP I 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed Under provisions sionsof Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification Irnp 1, as the owner, or my employees with wages as their sole compen- ` sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code . for this reason NEW CONST, / DWELLING OCCUP.Oi OR ADDNS. l ACC. BLDGS. 21b0sqft NEW CONSTR TI -OUTLET NON-RESID(.BRANCHCIRC 5 2.50 ea POWER APPARATUS &) SINGLE OUTLET CIR. EX. Occup(OUTLETS OR FIXTURES 5AL030 FIXED APPLNS. OR Ex. Occup, OUTLETS (RESI D.) EA, 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 NQ-1 Permit Fee S Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. No ce to Applicant: If after making this statement,should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor 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 authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. all liabilities, judgments, costs, and expenses which may in any way accrue I also agree to save, indemnify and keep harmless the County of Butte against[This age! `T said o ty in consequen e f the granting of this permit. X ,mss _ �� Date �_%S^��� Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ UP. CONST.TTPE ISCHOOLIFLOO= ND Issu permit is hereby issued under the applicable provi- ns of the,Butte Coun Code and/or resolutions to do y rk indicated above or which fees have been paid. DI T R F PUBLIC WORKS DateReceipt RMIT EXPIREW date 02� No. WHITE-D.P.W.. YELLOW-ASSESSOK. PINK-INsPIcTOR. GOLDENROD-AP►L I CANT r COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-5384541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has-been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be -issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) 2. I (have/have not) �'v� signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors.License No. 5. I.will provide some of the work but I have contracted (hired) the following persons.t6 provide the work indicated: Name Address Phone Type of Work Signed Property. Owner ka�- Social Security Number 5ZX:K- Z 2 — ,ue' Date ?—/5--LR- NOTE: This Owner -Builder Verification is sent to you as required by. Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to�our office before we are per- mitted to issue the permit. J COUNTY OF BUTTE - DEPARTMENT OF PUBLIC 7 County Center Drive - Oroville, California 95965 - Telephone: APPLICATION AND -PERMIT WORKSpE� NO. y� 916/538-754 3 ASSE S PARC MBE / r — ZONI BUILDING PERMIT OWNER Ix T PH 6 SO. FT. OCC. BUILDING VALUATION W 'S ZING ADDRE S 4 n V; He O ACR'S NAME TELEPHON CONTRACTOR'S MAILING ADDRESS Fireplace CON T UCTION LENDER UNKNOWN Total Valuation Is Flling Fee 10,00 LENDER'S MAILING ADDRESS Permit Fee $ , ARC I ECT OR ENGINEER 7 LICENSE NO. 1 Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECTOR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT FIIingFee 10.00 °Q Each Trap 2.00 If10 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION NAME PARCEL MAP MIA -3 Water piping 5.00 Each pas water heater or vent 5.00 USE OF STRU SF ❑ Duplex❑ Mobilehome❑ OtherCTUR S u Fv Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 0.00 ea TYPE OF WORK New X Addition ❑ Remodel ❑/ tai llities ❑ / statlation ❑ Other ❑ Describe work: (='T X c� (,� ' Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service e00V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification 1, as the owner, or my employees with wages as their sole compen- J` sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. Business and Professions Code for this reason NEW CONST.( DWELLING OCC '/zQsgft OR ADDNS. ACC. SLOGS. NEW CONSTR MUI TI -OUTLET 2,50 ea NON,RESID BRA C CIRCUITS) POWER APPARATUS e (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 2.La 30 eL0 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESIO.) EA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement,should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Fi ling Fee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that .1 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. . I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue again t sal o ty in copseuence of the granting of this permit. X Date Signature of Applicant - Owner ElContractor 11AgentF-1work An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ n 1 TOTAL PERMIT FEE $ ` , OCCUP. CONST.TYPC ,� SCHOOL ----' PLOgD �/ PAvI PD ND 9uE This permit is hereby issued under sions of the Butte County Code and/or indicated above for which CT p PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS VV Date` 71-0 — 1 -2- Receipt No. WHIT[-D.P.W.,'rELLOW-A3ZE3s t. PINK-INsPIcTOR. GOLDENROD -APPLICANT ... tiv r..... ..:., :y..,+„cr 4 r.... � • _"`v; -.. '`✓V . �,. L _ , ,...,ar e;. r- .. ^,-.. r >• , „-,:ro..... . "s COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING1DIVISION A y 7 COUNTY CENTER DRIVE - OROVILL'`E, LA�L♦RNdA 95965 -TELEPHONE: 916/538-7541 PERMITAPPLICATION DATA SHEET ..� OWNER G _Proposed Building Use Vt F Permit No. A. P. No.^ Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing andJor issuance: DATE RECEIVED APPROVED 1. All items.have been submitted. . . ... . . . . . . 2. Plot plans in duplicate./triplicate, signed by preparer of plans, r 3. Complete plans in duplicate. /triplicate, signed by preparer of plans. 4. Complete engineered plans and calcs, with wet signature on plans. 5. Plans with Energy Design Compliance Statement. . . . . . 6. School District "Fees Paid" Stamp on Floor Plan. 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ , . , , , , , Letter of signature author iz tion. / /� . . . . . . . . 40- Sanitation approval from VIC7 Vi ( Health Dept. 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner0, Mail to ownerE]) _15. Improvements may be required. . . . . . . . . . 16. Mobi lehome Installation Data. . . . . . . . . . Pre-Inspec. request to 17. Pre -Inspection for . Required. Building Inspector (Dote) 18. Recorded copy of Agricultural Acknowledgment Statement. 19. Driveway Permit. 20. Plot plan approval from city of 21. Engineered trusses in duplicate (required prior to plan check). 22. When you issue the per It, oce�s as follows: Mail „o owner, Mail to contractor. Telephone^< ' and hold for pickup office, Deliver w/inspector. Other Applicant Copy of plans sent Health Dept., Fire Dept.,- Other The following data must be submitted prior to permit issuance 1. Index permit for above items No. 2. Additional items required: Date (Circle new item not checked above). Contractor, designer, owner, was advised of above required data by_phone---nail—counter by date Contractor, designer, owner, was advised of above required data by—phone —mal l—counter by date Plans checked by Copy—DPW Date —/ Plans approved by Sets of plans on hbLi!1 in File cabinet AP folder Date TO Buildina Department FROM: Environmental Health SUBJECT: Sanitation Clearance (�1 AY N Owner. Plan Approved for: Hold final for: L o c a io AP# Sewage Disposal _ `Water Supply Water Supply Final clearance O.R. for: Water Supply Clearance for—� Other C2 C-9� NOTE, Sanitarians -71� Da COUNTY OF BUTTE - Departdient of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) 2. I (have/have not)4___,e_ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. ' 0 5. I.will provide some of the work but I have contracted (hired) the following" persons to provide the work indicated: Name Address . Phone Type of Work Signed: Property Owner Social Security Number Date 'Z- 7 jo S NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to -our office before we are per- mitted to issue the permit. t� o �� hA iig $ SIDe'd �3 \k %s �'N�i\\°\3N e5 a dk P at a\\ Al ®c vt�ons. ctrnert ° se '%n (, fid° a \ob ey oc a1t tie ve'9 S�,p Sia\Ges W crac�0 jc°� ®c��`c�� ?�ac�� e j\ -,e l keQke any c�`�S$0 Ok °\a �` , d °od \�\ed us des dnd JO ��� Pc�ata°avm\,S* % `\c bc�,oag' Unt{O � � tlne N � �1 lay mthe acv, of � {t • a Setback A setba \\nes av\ ad t\ -%e cO cf o{ 5�{ {ccfO s a\\ be c1 ent eXcept e m M centerli es ev ea�\pechan9• I Stc r a t it. ea"je 04 a I C'p�r ��5 GVxPoll << .. �ooOL A6a Apee Z 5/De wALLS I X 5/ X /D - /6 i�D� SiOe wA<<5 w a 4-P `w 1 y X/v S i D o u rLeTS 36 ��DOI� a wl-Alc///o� �7C 4A--I� �o o-�'G ,;-)(/ 0 irk �ovQ A X 6 X G FTeAZ � VA �® p9® - s —i 50 .-. o cy-, .: -0. = II II O QQ O i SZ— O O SZ� O MI2H- VERTICAL PULL-OUT IN MOIST SILTY CLAY. 6,133- cn � sz �, ro ° R) u- �. ro,+ 3 o ro PROBE TORQUE VALUE BETWEEN -A ro :5- n : ^ r .. N CD O r Ij r ^ —_ (/) (D 5,733n9/15/92 WN _ 4- -,j V m O TEST PROBE TORQUE VALUE 550 INCH -POUNDS .-; 0 Oro $fix W n` ro: , + AND MORE-' - roro O r. O O O O. O O O O c O O O O O � TI Tl Tl Tt TI Tl. ?1 TI TIi v Ti Tl T� �l l �i co _ O 1 r W n_ M_ICS2 VERTICAL PULL-OUT IN 2500 PSI CURED ,200f a' 3/24/94 4 W Ul - - CONCRETE. TEST STOPPED 5,200 POUNDS.. M v CD _ -AT ' ci w w w. w w W'w 3%30/94 w cj W. w w w w w w w w w w w w w w w� w w w w w W. �Q w w w w w w W W w w w W w w w w CONCRETE. TEST STOPPED AT 5,200 POUNDS.' ' cln Q MLH64 VERTICAL PULL-'OUTIN SILTY CLAY. TEST. PROBE 5;200 10/5/93 - _ 09250) -9�- W W W -p W w W .A. W W W � W W w cn .0 w w cn �, W w cn :a W w " .a w w it a o (.J N W W W- N` W W, W' CJ W W N W- W c a ` CD ,. "Q N r r r--• N '.... r :W r r 00 ul W ►V w i : a� w..� m w w 1,0 ON- :w.J C7 o O O r- c OD O ul- o N — 0 o CO O (ii O W O r •O CD O Lrl O N o 7'? r.r r. r r r r r r r r r Itn O s to x od zs m at:5 a w w to . s w m" Q �n r4 S �4 [ In U .r ►- r r G, m m 0 0''II r -D `1i 10 v7 01 t N: N CD 0% o- + o 0 0 m I A mm �I A N N N N r r r r l r r r' r r r- r r r r r r v O Ir _ n. z CO V m ut Co V m . u1CD m ut CO v m u1 N � I C • OD W CO CO m m m ON -N 1A, _r� .A. N w w w rL a� �o N O PAGE 6 •-a Ico TIE DOWN, ENGINEERING r r � D D II II N Cil TI .-. o cy-, .: -0. = II II cD INDEPENDENT TESTING RESULTS DESCRIPTION OF TEST ULTIMATE STRENGTH TEST DATE MI2H- VERTICAL PULL-OUT IN MOIST SILTY CLAY. 6,133- 9/15/92 n CC)GO 3 O mm PROBE TORQUE VALUE BETWEEN (AVG.) ^ n : ^ r .. N CD O r Ij r ^ —_ (/) (D 5,733n9/15/92 WN _ 4- .7-(5/8"&3/4") _ TEST PROBE TORQUE VALUE 550 INCH -POUNDS .-; 0 Oro $fix W n` ro: , + AND MORE-' - ro r. + 00 o Ul VERTICAL PULL-OUT IN LABORATORY FIXTURES 3 to � v FOR SIMULATION. UNCONFIRMED ROCK WAS NOT c . v m - • - AVAILABLE. X .+�. ri _ O 1 r W n_ M_ICS2 VERTICAL PULL-OUT IN 2500 PSI CURED ,200f a' 3/24/94 4 W Ul - - CONCRETE. TEST STOPPED 5,200 POUNDS.. M v CD _ -AT ' L .IJ =: Tl T :, ; f(D v' U 3%30/94 CD r -Tl n -'...r' CONCRETE. TEST STOPPED AT 5,200 POUNDS.. O , . , (D -P •-a Ico TIE DOWN, ENGINEERING r r � D D II II N Cil TI .-. o cy-, .: -0. = MODEL NO. INDEPENDENT TESTING RESULTS DESCRIPTION OF TEST ULTIMATE STRENGTH TEST DATE MI2H- VERTICAL PULL-OUT IN MOIST SILTY CLAY. 6,133- 9/15/92 n O "&3/47)TEST PROBE TORQUE VALUE BETWEEN (AVG.) ; W : X 200-349 INCH POUNDS - \3 If r Ij r ^ —_ r II?f f _ VERTICAL PULL-OUT IN SILTY SAND AND GRAVEL'. 5,733n9/15/92 WN _ .7-(5/8"&3/4") _ TEST PROBE TORQUE VALUE 550 INCH -POUNDS .-; (,AVG.) - W n` ro: , AND MORE-' - ro 1 r ; VERTICAL PULL-OUT IN LABORATORY FIXTURES 5,567" 3/2/93 FOR SIMULATION. UNCONFIRMED ROCK WAS NOT - - • - AVAILABLE. _ (2— r W n_ M_ICS2 VERTICAL PULL-OUT IN 2500 PSI CURED ,200f a' 3/24/94 4 W Ul - - CONCRETE. TEST STOPPED 5,200 POUNDS.. Q _ -AT ' L .IJ =: n T :, ; M . . VERTICAL PULL-OUT W. 2500 PSI CURED .: -., _ l u 5,200" ' : 3%30/94 CD r -Tl -'...r' CONCRETE. TEST STOPPED AT 5,200 POUNDS.. , . , fj- MIT2 VERTICAL PULL-OUT IN 2,500 PSI CURED 5,200 - ,, ..j. 3/30/94 CO Q'r - CONCRETE. TEST STOPPED AT 5,200 POUNDS.' ' cln Q MLH64 VERTICAL PULL-'OUTIN SILTY CLAY. TEST. PROBE 5;200 10/5/93 - _ 09250) TORQUE VALUE BETWEEN 200-340 INCH POUNDS R) X - - • .. ^ _ ML, 45 DEGREE PULL ON STABILIZER PLATE IN SILTY 6,067#. : n _ '- (59292) CLAY: TEST PROBE TORQUE VALUE BETWEEN '(AVG.) 200-349 INCH POUNDS ` CD ,. • u ' - . n O Z) (D r • r i NOTE: ALL ABOVE TESTS WERE. CONDUCTED BY ATEC ASSOCIATES,' PRODUCT TESTING, INC. AND GALLET & ASSOCIATES. THE INDIVIDUAL TEST RESULTS WILL BE MADE AVAILABLE UPON REQUEST. PLEASE FORWARD YOUR REQUEST FOR THIS INFORMATION TO: TIE DOWN ENGINEERING 5901 WHEATON DRIVE ATLANTA, GEORGIA 30336 PAGE 7 D M 00 — Z; �d n � zz N : G) 00 ZFram'e --- w \ Frame 7 U3 t CD i ("" N �y 0— z \ C7 00 GO 'fl Z _r? o �� O x � Rn o\ z � r o �3 o •ri ='� m / o C tri H °°o r e rare Ties Must Wind - Zone I Be No More Than 2' (85 MPH' - Exposure "C") From Each End Of Unit, Side Ties Seismic - Zone 4 Other Ties Spaced --- Evenly Thoughout -I I-'2' M°". -I I- 2' Max. The Length Of Unit, / �d n � zz � Z ZFram'e --- tTI Z e rare Ties Must Wind - Zone I Be No More Than 2' (85 MPH' - Exposure "C") From Each End Of Unit, Side Ties Seismic - Zone 4 Other Ties Spaced --- Evenly Thoughout -I I-'2' M°". -I I- 2' Max. The Length Of Unit, / End Ties i Qu.adru.Ple. Wide Unit FRe uired Number Of Tledowns For Each Side And Each End nit Length 20'Ejd 0' q0'°SO' __ 56' 60' 62' 66' 70' edown Locattcns Slde End End Stde End Slde EndSide End Slde End Side End Slde End SicJe Endngle Wide 4 00 5 _0 6 _0 7 8 7' 8 8---- tnl Nvnber Of __� (�-- do.ns 244 26 30 30 32 32 32 -- m -- _ Frame7 7 ZFram'e --- `— Frame -- -- Frame 7 End Ties i Qu.adru.Ple. Wide Unit FRe uired Number Of Tledowns For Each Side And Each End nit Length 20'Ejd 0' q0'°SO' __ 56' 60' 62' 66' 70' edown Locattcns Slde End End Stde End Slde EndSide End Slde End Side End Slde End SicJe Endngle Wide 4 00 5 _0 6 _0 7 8 7' 8 8---- tnl Nvnber Of __� (�-- do.ns 244 26 30 30 32 32 32 -- m -- _ PAGE 4 --ir9a-,-1wv4 rDmso D rD 3 Z � M �—IQ 3Q �+ S n O 3 SO Ln�� rD acrrl s-0 0 -.1 -h0 Q Q,Sro p LA � c ro Q � 3 roE C Lrl ci- rn 7 Q -a m WARNING BEFORE BEGINNING GROUND ANCHOR INSTALLATION, MAKE SURE THE ANCHOR LOCATIONS WILL NOT BE CLOSE TO ANY UNDERGROUND ELECTRICAL CABLES, WATER LINES, SEWER LINES OR GAS LINES. FAn,URE TO DETERMINE THE LOCATION OF ELECTRICAL CABLES OR GAS LINES MAY RESULT IN SERIOUS INJURY OR DEATH. 1. PARTIALLY INSTALL APPROPRIATE GROUND ANCHOR ALLOWING TENSION HEAD TO MAINTAIN APPROKMATELY 14" TO 16" MINIMUM GROUND CLEARANCE. 2. USING OVERSIZED HAMMER, VERTICALLY INSTALL STABILIZER PLATE BETWEEN FRAME A�TD ANCHOR.:THE TOP SECTION -OF THE STABILIZER PLATE MUST BE DRIVEN FLUSH--'-'- WITH THE GROUND TO INSURE SURFACE SOIL COMPACTION. ` r . ,` 3. FULLY INS'.`Jt TALL GROUND• -ANCHOR UNTIL TENSION HEAD BOTTOMS OUT AGAIIrTST STABILIZER PLATE. 2) rD 0LnD0 £ INSTALLER/CONTRACTOR CERTIFICATION '. n -u. 1:.- I CERTIFY THAT.I HAVE INSTALLED THE TIE DOWN ENGINEERING ANCHORING _ - SYSTEM AS PER "TIE DOWN'S INSTALLATION INSTRUCTIONS AND THAT -'NO I o MODIFICATIONS�HAVE BEEN MADE TO THE ANCHORING SYSTEM::OR BUILDING o m`0 STRUCTURE. D x 0 COMPANY I�TAME: CONTRACTORS LICENSE n DATE: SIGNATURE n PAGE 9 7 i� qtr i PAGE 4 --ir9a-,-1wv4 rDmso D rD 3 Z � M �—IQ 3Q �+ S n O 3 SO Ln�� rD acrrl s-0 0 -.1 -h0 Q Q,Sro p LA � c ro Q � 3 roE C Lrl ci- rn 7 Q -a m WARNING BEFORE BEGINNING GROUND ANCHOR INSTALLATION, MAKE SURE THE ANCHOR LOCATIONS WILL NOT BE CLOSE TO ANY UNDERGROUND ELECTRICAL CABLES, WATER LINES, SEWER LINES OR GAS LINES. FAn,URE TO DETERMINE THE LOCATION OF ELECTRICAL CABLES OR GAS LINES MAY RESULT IN SERIOUS INJURY OR DEATH. 1. PARTIALLY INSTALL APPROPRIATE GROUND ANCHOR ALLOWING TENSION HEAD TO MAINTAIN APPROKMATELY 14" TO 16" MINIMUM GROUND CLEARANCE. 2. USING OVERSIZED HAMMER, VERTICALLY INSTALL STABILIZER PLATE BETWEEN FRAME A�TD ANCHOR.:THE TOP SECTION -OF THE STABILIZER PLATE MUST BE DRIVEN FLUSH--'-'- WITH THE GROUND TO INSURE SURFACE SOIL COMPACTION. ` r . ,` 3. FULLY INS'.`Jt TALL GROUND• -ANCHOR UNTIL TENSION HEAD BOTTOMS OUT AGAIIrTST STABILIZER PLATE. 2) rD 0LnD0 £ INSTALLER/CONTRACTOR CERTIFICATION '. n -u. 1:.- I CERTIFY THAT.I HAVE INSTALLED THE TIE DOWN ENGINEERING ANCHORING _ - SYSTEM AS PER "TIE DOWN'S INSTALLATION INSTRUCTIONS AND THAT -'NO I o MODIFICATIONS�HAVE BEEN MADE TO THE ANCHORING SYSTEM::OR BUILDING o m`0 STRUCTURE. D x 0 COMPANY I�TAME: CONTRACTORS LICENSE n DATE: SIGNATURE n PAGE 9 TESTMG SERVICES, INC_ September 28, 1994 LISTING NUMBER: TIE -942609 •U N L to O a a, X (- n, w o C N O I N I I a- U_ -5 Ul C U-) Mr. Locke M. Jones 3CO N Tie Down Engineering 5901 Wheaton Drive Atlanta, GA 30336 - - - - N Dear Mr. Jones: - Having completed the in-house audit of quality control, quality assurance, procurement, welding procedures, etc., Tri-State Testing Services in :compliance with the rules and regulations of =the Department of Housing of California lists the following products: Ln W '/ 59110 - CROSS DRIVE ROCK ANCHOR 3/4" X 30" ROD MODEL NUMBER PART NUMBER ::DESCRIPTION MIC2 M12H5/8 -_, 59080 5/8" X*58" DOUBLE'HEAD ANCHOR W/6" -AUGER . MI?_H3/4 -- -59085 = : •3/4" X 48" DOUBLE HEAD -ANCHOR W/6" -AUGER M1225/8 - 59090 ` 5/8" X 30 DOUBLE HEADANCHOR W/2-4" AUGERS MI223/4 59095 3/4" X 30:13OUBLE HEAD ANCHOR.W/2-4" AUGERS .. .- - MIT2 -59115ANCHOR- 3/4" X 8"-DOUBCE HEAD THREADED ROD -PATIO - MIJ2 59120 5/8" X 12" DOUBLE HEAD J -ROD SLAB -ANCHOR _ MICS2 59125 PATIO ANCHOR W/EXPANSION BOLT 7..Y 59250 - 59250 3/4" X 36" DOUBLE HEAD ANCHOR W/6" & 4" AUGER Ln W '/ 59110 - CROSS DRIVE ROCK ANCHOR 3/4" X 30" ROD - \MRA. MIC2 59096 5/8" X 30" CORAL ANCHOR Ln 59292 59292 LATERAL STABILIZER PLATE .- til ' MGRB - 59145 GALVANIZED ROOF BRACKET= Lnu : MIDH 59100 DOUBLE HEAD ONLY d O w C o -MIS2 59105 SWIVEL ADAPTER HEAD o L S J C3 c i Li N O L -'J Z 1= � c O S a, a, N L -F' > S v�aaL,ow� 6756 BuCK1_ES C,::,vi- ME.mpi-lis, TN 38 1 33 90'. -385-1 1 99 90 1-386-66 1 4 PAGE 10 75 -0 I� PAGE 3 3-<<+--)(oQ rJ ro s. o rO 3 rD Z� 0 �l cD --i —I Q 3 Q 3 ­5rD 0 S L M fTl S_0 :3 'h0 -1 —i Q QSro Ul ro 0 Q -) Q 3 rF ru C c �V1 C- P PAGE 2 m Q.. C N P ro m - ui En Q 3 3 n -o O; O M r X 4Ln .0. rD n 3 Tie,Down Engineering Page 2 ' September 28, 1994 BCS 59175 CRIMPING SEAL FOR 1-1/4" STRAP MBU 59140 GALVANIZED STRAP BUCKLE MBUS 59139 SPECIAL GALVANIZED STRAP BUCKLE - BISB 59135 SLOTTED BOLT AND NUT MS33 59149 1-1/4" X 33' GALVANIZED STRAP, _ MS3559150 1-1/4" X 35' GALVANIZED STRAP MS37 ,_ 59155 1-1/4" X 37' GALVANIZED STRAP - - _. MS42 - 59160 1-1/4" X 42' --GALVANIZED STRAP . MS60 59165 1-1/4" X 60' GAL' VANIZED STRAP MS600 59170 1-1^/4" X 600 GALVANIZED. STRAP. - - MHT6 .- - - 59185 1-1/4".X.6' FRAME TIE-.W/HOOK MHT7 59190 1-1/4'' _X 7' FRAME TIE W/HOOK ---- MHT8 59195 1-1/4" X 8' FRAME TIE W/HOOK- �-- MHT10 59210 1-1/4" X 10' FRAME TIE.W/HOOK - - M.HT12 59211 1-1/4" X-12' FRAME TIE W/HOOK -- -_MHT15 59050 1-1/4" X 15' FRAME TIE W/HOOK - MBU6 59137 1-1/4" X 6' FRAME TIE W/BUCKLE MBU7 59141' 1-1/4" X 7' FRAME TIE W/BUCKLE - - MBU8 59142 1-1/4" X 8' FRAME TIE W/BUCKLE MBU10 59.138 1-1/4" X 10' -FRAME TIE W/BUCKLE MBU12 59144 1-1/4" X .1t2' FRAME TIE W/BUCKLE �. MBU15 -59143 1-1/4" X 15' FRAME TIE W/BUCKLE -� , If you have any questions or if, we, may be of further help, please call us. " Sincerely, TRI-STATE TESTING SERVICES, INC. William E. Jac son Manager TRI° UTE TESTING SERVICES, Ir PAGE 11 _N Q C N P ro m - ui En Q 3 3 n -o O; O M r X 4Ln .0. rD n 3 Tie,Down Engineering Page 2 ' September 28, 1994 BCS 59175 CRIMPING SEAL FOR 1-1/4" STRAP MBU 59140 GALVANIZED STRAP BUCKLE MBUS 59139 SPECIAL GALVANIZED STRAP BUCKLE - BISB 59135 SLOTTED BOLT AND NUT MS33 59149 1-1/4" X 33' GALVANIZED STRAP, _ MS3559150 1-1/4" X 35' GALVANIZED STRAP MS37 ,_ 59155 1-1/4" X 37' GALVANIZED STRAP - - _. MS42 - 59160 1-1/4" X 42' --GALVANIZED STRAP . MS60 59165 1-1/4" X 60' GAL' VANIZED STRAP MS600 59170 1-1^/4" X 600 GALVANIZED. STRAP. - - MHT6 .- - - 59185 1-1/4".X.6' FRAME TIE-.W/HOOK MHT7 59190 1-1/4'' _X 7' FRAME TIE W/HOOK ---- MHT8 59195 1-1/4" X 8' FRAME TIE W/HOOK- �-- MHT10 59210 1-1/4" X 10' FRAME TIE.W/HOOK - - M.HT12 59211 1-1/4" X-12' FRAME TIE W/HOOK -- -_MHT15 59050 1-1/4" X 15' FRAME TIE W/HOOK - MBU6 59137 1-1/4" X 6' FRAME TIE W/BUCKLE MBU7 59141' 1-1/4" X 7' FRAME TIE W/BUCKLE - - MBU8 59142 1-1/4" X 8' FRAME TIE W/BUCKLE MBU10 59.138 1-1/4" X 10' -FRAME TIE W/BUCKLE MBU12 59144 1-1/4" X .1t2' FRAME TIE W/BUCKLE �. MBU15 -59143 1-1/4" X 15' FRAME TIE W/BUCKLE -� , If you have any questions or if, we, may be of further help, please call us. " Sincerely, TRI-STATE TESTING SERVICES, INC. William E. Jac son Manager TRI° UTE TESTING SERVICES, Ir PAGE 11 STATE OF CALIFORNIA - BUSINESS. TRANSPORTATION AND HOUSING AGE"C PETE \VILSCN. Govcrrr.r o%h DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT DIVISION OF CODES AND STANDARDSQ 1800 THIRD STREET, Suite 260 P.O. Box 1407 SACRAMENTO, CA 95812-1407 (916) 445-9471 FAX (916) 327-4712 TDD 800-735-2929 September 29, 1994 William E. Jackson, Manager Tri-State Testing Services, Inc. 6756 Buckles Cove Memphis, TN 38133 Dear Mr. Jackson: - O( 1 _r) f -,-JF( j� tT rr: l OCT 0 5 1994 111 L 7..,_. J!J!. br -ID TLL_�r ,his -is to confirm that the California Department of Housing and Community Development has approved your firms application to become an approved testing and listin? agency for - load bearing supports and structural---corripo;tents used with manufactured houses, - mobilehomes and commercial coaches. This -approvai-is for the i stinci and labehirg of structural compohents.used..in-the manufactured housing industry in acCordance with 'he standard established by your firm. !e<,se note -rhe Department may - require -design calculations and test -data b�.: submitted -to substantiate a design vvhen -the listed -system or component does not appear to conform -to your approved standard. We may also request this inforTnation for the purpose Of foutire - 1::on;i ar"n-- or Complaint investigation. Revisions to your approved standard is well. as - listed designs -may be necessary in the future as a result of amendments to C111 -rent statutes - and/or regulations. --;L nanl- you for choosing to become an approved listing and testing agency. If in the future _ u have any questions or need to discuss a particular issue, you may contact either myself -at (916) 445--9471 or Mike Rosenberg at (916) 255-2501. Sincerely, Chris L. Anderson Mobilehome Parks Program Manager cc: Mike Rosenberg PAGE 12 :T) STATE TESTING - MEMPHIS, TEN Nt-SSEF. k CALIF OR.'�IA APPROVED LISTING AGENCY 1- E DOWN ENGINEERING �•` - CALIFORNIA APPROVED ANCHORING PRODUCTS MANUFACTURED HOUSING AND COMMERCIAL COgCH �E4 li1TCLUDES SCHEDULES, DIAGRAMS FOR SINGLE/DOUBLE/TRIt'LE/QUADRUPLE WIDE UNITS l - I . PRODUCTS DESIGNED FOR A. SOIL ---1,000-4,000 AND UP PSF SOILS (CLASSES 1-4, 200-550 INCH POUNDS AND UP TORQUE VALVE (CLASSES. 1-5, UBC -CALIFORNIA) sou CLASSIFICATION �� ♦ GENERAL DESCRIPTION OF SOILS ALLOWABLE PRESSURE (Pounds Per Square Foot) SOIL TYFE Noallowance made for overburden based on the unified pressure, embedment depth. water classification system table height or settlement problems rock or hard oan 14.000 and u Sandy Gravel or Gravel 2.000 San:, Silo Sand, Clayey Sand, 1:5� ._ Sly Gravel, or Clayey Gravel -- C:ey, Sandy Clay, Sihy Clay. or 1.000 Clayey Silt _ i Unconm'^,ted Fill Special analysis is required. I Peat or Omanic Clays I Soecial analysis is recuired. Types of Soil 81o..e C...' Test. Probe 1 (ASTM D15861 Tor-, Velue2 1 Y •d roc: NA NA This set of �� i ic°�< aF,yoeci�ications MUST- bt ra.da,a �v , n,o:.�en, kept on the jogZZ 1 �r�es -m-,d it is uSTIX- L.�}to make any chunge.4 or ralteral,id1'rs oh samew4 ui *ritfen pertriss��ex � ; ,1n�.DQoartment ,E?aaF�l sill .Works, Cosa, � 2 2, 155 .549 . trch ulnty opt Nude, loox ro rIsvn dense to ,d8 clays L - 200'. . :cos. e?w;vm Pa 142-1 5 Cone tab - -- l.• e.-.d:pedh-ion, a u p£: ,d c a tyre n! eu+en•, rcnio.<eenr..t ::ze. and thii.ru, al ex. . size er.d f bu ho,, r,- and find of shI.0 a ;..e -,u rbk, - -. - - r Lm— E,:enee ., v,hleh t-icug device can b, ;-..1.d ..1.d Som edge x and of ,tet. ped. rv—r ac,. h.8 be :pea S-. lnsr or. hipped .•:h each - 1 era nee. the ebov<. ' B. WINTD—ZO,YE 1, 85 MPH EXPOSURE "C" f,l 1 . pros. . device I. --q d.. -q- ,a1- or ,.& .,,:,r -i-a-, 0. hup_.•,e espeb0ty of dr -4 h -+k-h .M .Heti- Is place:. Ttu test , c t be he, a Psis on t. Th. -11 krVh W d•.< Ws l ,coon Is 10.75 'eche,: ,.y rnaio: &_,e, Is 1-25 vthez: the mtr- ela,. e is 0.£1 ir.ehe>: It. pirch 1.7£ Indra:. Th, shnh enu.t �,c: �,vff/aEO T�Eoow.v . Sysr.�ir ii ff b. or ,.t,b: la,d I., A P P ; O V [ D _ IV �Yt . , f , yh pr. rpr< h. dhtis :.d -d tn< hek ,i . .. _ _ -.-:`��►.°��'a�ertcts`ic o�kmanshi Shell e P go Fri qtr - F - ACGOr'l�C'T,�+ (ycl jo prr'.fl�<,ree4 ..;. hyo' f onsul:.d tear), LCE".c, i lC l:J NOT_fi .ed d� < t" ill G oI' [ may ' and C. 3 S � rCIM6S ` 4poroyn.' co•..s not o:,'r:ar':.- .-r cu 'Cve' ission o OF 0CjtS(x?it)r ocry omission SCfi.7�;:� for tie SP',_cr)ed use in the d_• r.tiCn ;,a:• rc•y .., ocpiicn!:le Slote locus and Untt(>rnl Dt..;►f(�iF• pl 1 �, Iun�i;l� F�. h4€eht�nicpl Cedes Bernd - - ►he Wationcl hiectric1pi �o� , -- ..Desion 'Ind-OadZones:. Cc.�cr'r,e.:r Qi H:,uao, :: •:d �emm:: ail Devtle mens • y � Standard Wind Zone) 15 ps: Horizontal 9 osf Uplift' A::D STANDARDS Hurricane Zone II _32 psf Horizontal 27 osf L'piift Hurricane Zone III ±47 psf Horizontal 32 psf up!ift ' net uplift • �si.7 Rurv: e) Note LL N Gr T i Z SaA Nr-__Psf: Pounds per square foot BUILDING DEPT _--- OCT It K �h•'•� I1.,n Approvr>: Expires.l�2 1 Reference — Manufactured Home Constru ' and C. SEISMIC—ZONE 4 Safety Standards (MHCSS) 24 CFR 32 1 test edition ^, ,WHENve 2• CAPACITY OF ANCHORS -EACH GROUND ANCHOR, WHENP�iST A ;LL BE OF RESISTING AN ALLOWABLE WORKING LOAD AT LEASE EQUTO 3 A 50 PERCENT OVERLOAD (4,725 POUNDS TOTAL) WITHOUT FAILUIN 3. CAPACITY OF STRAPPING - TIE DOWN ENGINEERING GALVANIZED STEEL STRAP MEETS OR EXCEEDS THE NCSBCS/ANSI 225.1-1994 AND THE ASTM -D 3953-91 SPECIFICATIONS FOR 1-1/4"X.035 (MIN.) TYPE 1, FINISH B, GRADE HOT DIPPED GALVANIZED STRAPPING. .CONFORNF.S TO SB -750 REQUIREMENTS SECTION 1336.3 OF THE CALIFORNIA CODE OF REGULATION TITLE 25, 18613.4 OF THE HEALTH AND SAFETY CODE. PAGE 1 r _ ..__._. _. �_ - Fig S��P *�4 e" � 3-0 o,G• �:: � .. ' . - VA10 71owti -- - - - - - --- - x,_ , NO'tE , 4A 0 P Flu, Ili 6 M4)4, I -t FYS AWS `FAMp'5Dpor . Or tiE?r- UF> -�OP 6-7 Y 101I QT'E L EDI�F� � WALL \ t3gL1G11 W.41t ¢QG1G-t`�I�U1�� 6,40v 1NSioC uAUs , 24� Foo 0i7ATla0 I AA&O LAYOUT QROFES 11/4rn W �. pp _ 13062 010 vi OP OF CA .: _ _ _ ���RMIT bio , 2163' g�B� E ►�