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064-700-045
IV RICH LLICK ` 6100 Co , Ct Magali'a "`BUILDING CODE A ION -Permit 145..- P, E -utiL, <MH)- ' �w ELEC 4 • 4 LETT''..ER,. r i Me�a+�,PtY yrk' +;�2�4;Lk it' j��i,�:'�•, GAS - — 3?AA4{`7 ,}r SUPPORT STRUCTURE �I "'•' :.1 ! J �Y� COMPACTION TEST q 64-70-�4 LiS {` Per'mi 15-851qH.r:--..-.j _ • z 064 700 045s 03-067 fi6200 CO_ D CT' ST ENTERPRIS Cont' S S�" r � H PERM FND EXSITE �( 064-700;045 }` 03-2583 l� NETHERY, RODNEY.',' �,, •� 6200 CODY,CT; MAGALIA`;' * ' Cont: STEVE THORNINALE TON CON DETACHED CARPORT t c � aR.�• _ "' . ' � (� _ _ �, � !! - . p � ;Q ,�.. -. �. ' ` r% JI ., , �r�� i� s _ �. i,a .. µx µ. "'}s.» � •�f� T �i • . , NOTES t = RESIDENTIAL 1; FO4- •; i. .. - - �... 700-045 - ` THE 03-283PERMIT V4.._ RY, RODNEY Y.---�— " 6200 CODY CT Corit. STE ' MAGALIA DET ON CO t . VE THORNY r ACHED CARPORT NST a j 7 sIFSPECIAL CONDITIONS CHECKED BY", SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ: .+•., f, SPECIAL INSPECTION ITEMS VERIFY j 1 _ - - USE PERMIT CONDITIONS SUB-STANDARD HOUSING LETTER-"' JOB FINALED (Date) �' Signature 4 O 0 = Not OK Not 4 . NotReadyable 1. MOBILE HOMES., Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements Gas; MH Test -Demand -Valve 2. Soils; Special MH Support Sketch Q. 3. Sewer; Location -Test -Fall -C/O -Concrete Water and Sewer Connected 4. Water; Location -Test -Easement Needed (Sketch) 9. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete License Decals 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect i 8. Utility Clearance ' 11. Ext.; Steps -Doors -Landings 'mide6lWaced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Date 1. Zoning Requirements -Setbacks -Easements 1. 2. Footings; Size -Spacing -Marriage Line 2. 3. Gas; MH Test -Demand -Valve -Connector 3. 4. Electricity; MH Test -Crossovers -Breakers -Clearances .4. 5. Drain; MH Test -Fall -Flex Connector 5. 6. Water; MH Test -Regulator -Connector 6. 7. Water and Sewer Connected -C/O to Grade -HD Approval 7. 8. Gas and Electricity Tagged 8. 9. Tie Downs -Type -Installation Cert. 9. 10. Exits; Insp.-Sketch 10. 11. Cert. of Occupancy 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test Q. Water; MH Test 7. Water and Sewer Connected 8. Gas and d Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Y•, M1SCP44§LE0US DateEC , OVERS, URPORIWARAGES (Plans) OK except #'s g Require s etbacks-Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 4. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails Wood Awn.; Posts- Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. rports; Windows -Doors I F rmg•; Sills-Anchors-Studs-Rftrs-Trusses 9. ng; Nailing -Veneer -Stucco -Mesh i 1 Roof; Shthg-Roofing ' 11. Ext.; Steps -Doors -Landings 'mide6lWaced Wall Panels Datejjf2jjt3ardB-1r/U_�./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; 15Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed I 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 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 Y•, J=OK o = NotOK - =Not plicaAle Ap . = Not Ready Card B-1 Date Card B-1 RESIDENTIAL Date UNDERFLOOR (Plans) OK except #'s PLUMBING (Permit) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 19. D.W.V.; Test Fittings & Anchor -Nail Protection 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 22. Gas Pipe; Sixe & Anchors 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Card B-1 Date Card B-1 6a. Hold Downs and Special Anchors 1 Date 7. Slab, Steel -Wrapped 24. Fixture & Transformer Clearance -Ins. Protection 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 27. Romex Installed Close to Edge of Studs & C.J. 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test Date 11. Water Pipe; Test -Anchors -Regulator -Service Test 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 12. Electric Underground 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes O No 13. Plenums & Ducts; Clearance-Material-Support-Ins.- learance=Material-Support-Ins.14. 32. Service -Riser Conductors & Ground Main Disconnect 14.Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 33. Equip. Clearances Panels-Motors-Mech. Equip. 15. Access & Ventilation 16. Insulation (Single & Duplex) 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 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 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 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. Date 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Date 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Date 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 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 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 69. Elec. Trim & Subpanel, Breaker Sizes & Labels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37.. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 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 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing _ 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-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 ❑ 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: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 PER IT N'O (Rev.12/96) APPLICATIONAND PERMIT w %3 y� ASSESSORPARCELNUMBER V _ O� /f—�r n ZONING BUILDING PERMIT OWNER anNFV �� - 97 En. TE HONEQ�l SO. FT. OCC. BUILDING VALUATION 560 C C 7 28A.o0 .OWNER'S SIU. NG ODOR 4 � � CONTRACTORSNAME STEVE THORNTON WNSTRUCTION TELEPHONE £373-4652 i CONTRACTORS MAILING ADDRESS 15041 PINION RD. MACALZA 95 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 7.2$0,00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 99.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 64. 35 BUILDING ADDRESS 6200 C,OD A TA 999914 Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDN610NS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap17.00 Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ 'Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 9 DETA [M CARPORT l } Gas piping syEtem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S ,, ELECTRICAL PERMIT Fling Fee 20.00 Main Service ' OR 0.V OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: O' 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' 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 comply with those provisions. elr.) X 'if1i1 �•l Date (I —'-Q Signature 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. Main Service 200A To 1000A 46.00 NEW CONST. DWEWNG OCCUP. SO OR ADDNS. ( D11= ACC. BLDS. 3.5,s; ,mµq�IpT MULTI-OIRCUITS T @7.50 POWER APPARATUS a SINGLE OUTLET CIR. 20 x1.00 OUTLET OR FIXTURES Ex. Occu BAL o .so Ex. Occup. OFIxUxEDDSA papOFR.A 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ co T. TYPE TOTAL FEE $ 183.35 HAZ. I D. FEES IMP- .✓ FLO D CDF PAR, C0.� PD 'No' ISSU 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. /111VI ,_[.J By - Date ERMIT EXPIRES ON v //Aak) y1 I I Date / Receipt No. :_N,:1 WHITE-D.D.S.-B. D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT IMAM% APA rry Certificate of 'Conformance Certificate 054078 THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products — Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 — Manufacturing — Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered C5 Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify confor—^^^- standards for lumber grade and glueline bond quality. �- 3ys13iY,Ro' A+F--v4- LAMS SUPPt-;&D Qy Y3u%L'DV_=e°5' SL►PP1-1 FOS. 01 >NE`1 NF_- , A M4 pt—�- ��oo Mfaam_kh Co,. ctS SA— , by —// A'"` f �. Jhomas,G. Williamson Executive Vice President i ENGINEERED WOOD SYSTEMS is a related corporation of APA - THE ENGINEERED WOOD ASSOCIATION 7011 South 19th Street- P.O. BOX 11700 - Tacoma, WA 96411-0700 Telephone: (253) 565.6600 - Fax Number: (253) 565.7265 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 P (Rev. 12/96) APPLICATION ANDPERMIT03'A ASSESSORPARC NU _ O v�70 ZONING BUILDING PERMIT OWNER "E OWNERS 19P1DRE s 14 'NAAMME SO. FT. OCC. BUILDING VALUATION 560 C 7,280.00 CONTRACTORS STEVE THORNION CONS ITr.TTON TELEPHONE 871-4652 CONTRACTORS MAILING ADDRESS 15041 PINION RD, MAGATIA 95954 CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ 7.280.00 ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ 99.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $64-35 BUILDING ADDRESS 6200 MDY CL, MAGATTA 95954 Energy Plan Checking Fee $ $ PERMIT FEE $ LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: DETACHED CARPORT Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 aOOV OR LE Main Service zo.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencingwith Section 7000 of Division 3 of the Business and Professions Code, ) and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Laf the following reason: Lf 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 1000A 46.00 NEW CONST. DWELLNG OCCUP. OR ADONS. ( 8 ACC. BLDS. 3 Soso. FT. NEW CONST. "LT,,O LET NON-RESID. 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES :005 SAL a' 50 Ex. Occup. ours ASID°EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 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 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number onehundred dollars ($100) or less.) /1he above sections need not be completed if the permit is for work of a valuation 0cfertifythat 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' 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 with comply with those provisions. Date" Signa ure of Applican - ❑ Owner MContractor ❑ 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 $ OCC co`� T. PE V T T FEE $ HAz. D FEES IMP CDF .� ARC ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PE IT EXPIRES ON40 the applicable provisions Resolutions to do work been paid. Date �lJ (11,q Receipt No. WHITE-D.D.S.-B.D. CRNA •ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT „+4tir-s�� ' '^+^` _,.:.. w. :t.C'A-'i`-r•'n�.•..�. •s. 4«cS7:1.,i''''YS'...'� ` t � �.----3_�-�{•�°F=.s.".'s`""�lo+^StT i..'i+'r`�>,�•�r; .�,'YF' ..7.. .•�... •---.r-r. Y.....- � r�""• .. -S v •' COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965'Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: /' )O�' L/ � P L/ ASSESSOR PARCEL NUMBER _[J�i / + 00 6 Proposed Building Use: l / G� Counter Technician: Date: ite s required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. t 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped 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 inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations 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. Site 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 r6rm............................................................................... ❑ 13. Fire Sprinklers............................................................................................ 0 14. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 15. Other t Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ , 16. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... 7. Statement of Intent for Non -heated and A/C Buildings ..................................... P. IN 18. Sanitation and site plan approval from the Environmental Health Department in 1 .. �l /o - Z --O 3 -T--75 419. City of Chico Plumbing permit ............................ :........................................... ❑ 20. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 21. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 22. Contact Land Development about ❑ Improvements, ❑ Drainage ..............................: ❑ 23. NPDES Form............................................................................................. ❑ 24. Encroachment Permit for driveway from the Public Works Dept ................................. ❑ 25. Pre -Inspection for required ................ ❑ 26. Contractor's license information. (Number,.Name Style, Classification) ...................... ❑ 27. Worker's Compensation Carrier and Policy Number ............................................. ❑ 28. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 29. Letter of Signature authorization.................................................................... ❑ 30. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 31. Manufactured home utility clearance............................................................... ❑ 32. Existing violations and/or expired permits......................................................... ❑ 33. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 34. Other: When issued Telephone _ 41/, 7-11'11r1(74(. and hold for pickup. I have been infgrmecV the above items and requirements for obtaining a building permit. Applicant' - Date: 1. Index permit application for the abovb items numbered: Plan Check Letter 2. Additional items required tractor esigner, owner, was advised of the above data by V phone, ❑ mail, ❑ counter, by Date: I-Xontrac or, designer, owner was advised of thea ve data b phone, ❑ mail, ❑ couMDate: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division IN E.H. USE ONLY dot Plan Attached Roos Plan Attached Sant to 8.0/0— -- � TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance C� a �o Cod Ct . Owner LocatioA AP# Plan Approved for: Sewag Water Supply: Public i7 Private Wel Clearance for dweili g. Other Hold final for: Final clearance O.K. for: NOTE: 8/96 [list -04 1 -1 ),O(xr:� Date PERMIT NO. 1457-86P,E,(M4) "' PERMIT EXPIRES Gx �& OWNER RICH, MELLICK # CONTR. Owner .' A ASSESSOR PARCEL 64-70-30 LOCATION 6.100 -Cody Ct,yMagalis OFFICE COPY Address Temp. Power G , Called P Meter"By `= DA4 ELECTRIC �Temp. Elec.: Meter By Dat j Called P•...—� Temp. Gas Service) Cal led PG&E JOB FINALED (Date) Signature f V c OK 0 = Not OK — = Not Applicable MOBILEHOMES = Not Ready r MISCELLANEOUS Date MOBIL E UTILITIES (P s) except q's Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except N's Z ng Requirements—Se ks—E*9e"wff11 1. Zoning Requirements—Setbacks—Easements _ Sspeemel 91 2• Footings; Size—Depth—Spacing—Connectors Sewer; Lo ion— — II O Concrete 3. Decks; Girders and/or Joists—Decking—Bracing—Stairs—Rails ate ; L on—T ) 4. Wood Awn.; Posts—Beams—Rftrs.—Connec.—Shthg.—Rfg.—Bracing I icity; L on—CleAraffces— '—WI,:�,Amp—Generete 5. Alum. Awn.; Columns—Connections—Splice—Decal—Enclosures "".' ' '. / 'L" ft./ /"LPG 6. Carports; Windows—Doors Aek6tility Clearance 7. Elec. Card -BI Dat Card -BI Date Card -BI Date Card -BI Date Card -BI Dat ?jj Card -BI Date Card -BI Date Card -BI Date Date MOBILE_K01fE INSTALLATION (Plans) OK except b's 1. oni equirements—Setbacks—Easements Date POOLS (Plans) OK except N's 1• Setbacks—Easements 2. gs; Size—Spacing—Marriage Line 2. Soils; Compaction—Structure Stability Ga H Test—Demand—Valve—Connector 3: Pool Structure; Steel—Connections—Thickness—Dead Men—Lining ctricity; MH Test—Crossovers—Breakers—Clearances 4• Elec.; Receptacles and Lighting; Distances—GFI .,D,wM: MH Test—Fall—Flex Connector 5. Elec.; Pool Lighting; 15 volts—GFI 4�-Wapr MH Test—Regulator—Connector 6. Elec.; Enclosures; Conduit Entries—Terminals—Listed 7 and ewer Connected—C/O to Grade—HD Approval 7. Elec.; Bonding; Metal w/5'—Circulating Equipment—Heater 8 d Electricity Tagged 8. Elec.; Grounding; Equip. w/5'—Circulating Equip.—Pool Lghtg. Boxes—Enclosures—Panel boards—Ins. to Main in Conduit t. its; Insp.—Sketch ll . Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test—Water Supply Test Card B -I Date and -BI Date Card -BI Date Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date J = OK' Q. ='Not OK = Not Applicable = Not Ready RESIDENTIAL (Single and Duplex) _ Date UNDERFLOOR Plans OK except #'s Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings 2. Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Fig. Depth 49. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 3. Ftg., Garage; Soils -Steel- / /" Fig. Depth 50. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4. Fig., Porches & Decks; Soils -Steel- / /" Fig. Depth 51. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5. Stemwalls, Main; Steel-6lockouls-Wrapped-Slab 52. Siding -Nailing -Veneer 6. Stemwalls, Garage; Steel-Blockouts-Wrapped-Slab 53, Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 7. Piers -Fireplace Ftg.-Steel 11 54. Glazing Area -Glass Protection -Skylights -Plastic 8. D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 55. Shear Walls; Nailing -Bolts 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test -Anchors -Regulator -Service Test 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FINAL (Plans) OK except ll's 56. Ext. Steps -Door & Sidelight Protection -Landings Card -BI Date _ _ Date Card -BI Date PLUMBING (Permit) OK except H's 14. Water Ht.: Vent -Access -Combustion Air 15. Water Pipe; Test & Anchors -Nail Protection 57. 58. 59. Smoke Detector Furnace; Vents -Clearance -Comb. Air -Connector- In Garage; Above Floor-Ducts-Mech. Protection Bedroom Exiting 16. Test-Fttngs & Anchors -Nail Protection _ 17. _D.W.V.: Shower Pan; Test, First Floor -Tub Access 60. 61. G.F.I. & Bath Fixtures & Tub Access Elec. Trim & Subpanel; Breaker Sizes -Labels 18. Test Tub & Shower, 2nd Floor -Tub Access 19. Gas Pipe: Size & Anchors 62. Stairs & Rails Card -BI Date Card -BI Date 63. Fireplace or Stove; Clearances -Hearth 64. Elec. Outlets at Wood Panel; Int. & Ext. 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date 66. Elec. Outlets & Receptacles at Kit. Counter Date ELECTRICAL Permit OK except H's 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper - - _22. 20. 21. 23.Romex _Fixture &_Transformer Clearance_ -Ins. Protection Flet. Receptacles Spacing -Lights &Switches at Doors Size Boxes & No. of Conductors -Stapled Installed Close to Edge of Studs & C.J. 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 70. Plb., Elec. & Mech. Equip. Listed for Location 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. - - Card B -I Card B -I _ 24. 25. 26.__Subleed 27. 28. 29. 30. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen &Conductor Size Wire Size_/_ / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al, Insulated Neutral _,Yes ]No __ _ Service -Riser Conductors & Gr_oun_d-_M_ain Disconnect Equip. Clearances: Pane Is-Motors-Mech. Equip. Clothes Closet Light -Shower Light _ Date Card -BI_ - Date -_ Date Card -BI Date 72. Insulation -Foam -Looked in Attic ❑Yes 73, Guard Rails & Deck Construction -Post Caps 74. Fdn. vents & Crawl !-tole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 75, Following instld.: Drive ❑ Yes []No; Walks ❑ Yes ❑ No; Planters ❑Yes ❑No 76. Stucco; Brown -Finish 77, A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 78. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. 79. 80. Water Well; Disconnect, Electrical, Plumbing Exterior Elec. Trim; G.F.I. Receptacle -Underground 81. 82. Ventilation throughout House Glass Protection Date MECHANICAL (Permit) OK except N's 83. Corrections from Previous Inspections 84. Gas Test -Meters Tagged; Gas -Electric Card -BI Card -BI 31. 32. 33. 34. 35. A.C. Ducts_ Insulation & Support _ __ Vent Fan: Exhaust above Insulation __ Condensate Drain &_Overflow; Size & Grade Furnace -Vent: Access -Comb. Air -Return Air Vent -_115_V outlet Attic Access & Platform if Furnace in Attic _ Date Card -BI Date _ _ _ Date Card -BI Date 85. Water & Sewer Connected -C/O to Grade -HD Approval 86, Energy Compliance Certificate -Other Certificates - - Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FRAMING(Plans) OK except q's Comments at Final: 36. 37. 38. 39. 40. 41. 42. 43. 44. 45. 46. 47. Sills; Proper Material & Anchors Walls: Studs -Nailing, Spacing & Bracing -Plates -Sound Bearing Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) Fire Stops: Furred Ceilings -Stairs -Chases -Tub Header & Beam -Size & Bearing Hangers -Post Caps -Anchors -Connectors Cing. Joist-Rflr. Ties-Purlin-Roof Brac.-Truss-Shlhng.-Rfnq. Fireplace Ties or Type A Flue -Fireplace Throat Atlic Access: Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions Garage Fire Protection Framing _ (NOTE: Anentry must be made each time you visit jobsite) MOBILEHOME INSTALLATION ACCEPTANCE COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS — 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA — 534-4541 PERMIT NO.Ir S "� ' Address or location of mobilehome Owner's name+ z" '.Owner's address Insignia or hud number �•'� Manufacturer's name n f Serial number of V.I.N� c' r Year of manufacture, (Official Approving Installation IF THE MOBILEHOME IS MOVED OR RELOCATED, THE MOBILEHOME INSTALLATION s ACCEPTANCE SHALL BECOME INVALID. THIS FORM SHALL NOT BE USED WHEN THE MOBPLEHOME IS INSTALLED ON A FOUNDATION SYSTEM. ° 513B White - Owner, Yellow - Installer, Pink - D.P.W COUNTY OF BUTTF_ DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road„Paradise — Phone: 872-2961, Ext. 57 OVIRECT1003114 NOTICE BUILDING OR PROPERTY ADDRESS A routine Inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work Is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Insnectnr _/��/�� DatPk �O `� 1 .. . NP ♦; u A _ Insnectnr _/��/�� DatPk �O `� J, COUNTY OF -BUTTE -DEPARTMENT OF PUBLIC WORKS PERMIT O. 7 County Center Drive - Oroville, California 96965 - Telephone 916/534-4541 APPLICATION AND' PERMIT ASSESS0 PA CEL NUMBER ZONING 0_v BUILDING PERMIT OWNER - TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWN E 'S MAILI[,1G ADORE (� C/ONTRACTI S NAME (f G ELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ u Energy Plan Checking Fee $ AR HITEG OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 6� Permit fee $ o PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SU BDI VI N AIAMEPARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF S UCTURE SF ❑ Duplex❑ _Mobilehome Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home 21 O.00ea D TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities Installation❑ Other ❑ Describe work: _ Permit Fee $ 4/0,00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 V 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. I License No. Classification I, 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.ac ,h¢sgft OR CDNS. A � U TB OUTLET NO N.R ESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS tr SINGLE OUTLET CIR. Ex. Occup OUTLETS OR FIXTURES 20@50t 20@0O30 30 FIXED Ex. Occup. OUTLETS P(RESID )REA.I 2.00 Temporary service 10.00 Mobile Home Facilities r i 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 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. 1 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 against said County in consequence of the granting of this permit. � T T(p,�tif —�, XDate 4 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 $ v occuP.CONST.T7 I FLD D ARcey �V/ Po ND suE� This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTO OF PUBLIC By PE#T EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date - �r1� L` Receipt No. If WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT 3 _ COUNTY OF BUTTE --DEPARTMENT QF,,P,UI_LIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/534'-454j1 i PERMIT APPLICATION DATA SHEET V/ OWNER ,Proposed Building Use Permit Fee Based Upon: Building Inspector Complete Contract Price Other,(Explain) Permit No. A. P. No. ��✓ 70 ,?U DPW Valuation Date 6 — ? l fy, At time of permit application, I was.advised the fol•Io lnwlnw g data must be submitted prior to permit processing andlor issuance: DATE RECEIVED APPROVED 1. All items have been submitted. . . . . . . . . . . . 2...Plot plans in duplicate./triplicate. . . . . . . . . . . 3. Complete plans in duplicate. /triplicate. . . . . . . . . 4. Complete engineered plans and calcs. . . . . . . . . . 5. Plans with Energy Design Compliance Statement. . . . . . 6. State Energy Forms No. 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . . /9: Letter of signature authorizationf 10. Sanitation approval from /i�/!�, Health Dept.. 11. Planning approval .for (A) Use: (B) Park4fig: 12. Certificate of Workmen's Compensati,oriMn urance. �-13.. Contractor's License Information -:(no., name style, classif.:)''"�T� 14. Owner -Builder Verification (Given to owner.; Mail to,`owner ❑.) Z ._ 15. Improvements may be required. . . . . . . , 16. Mobilehome Installation Data. . . . . . . ` •r •Pre-Inspec. request to 1-7. Pre -Inspection for Required. Building Ins ect //-- (Dote) : copy of Agricultural Acknowledgment Statement. �(o. W-8—Recorded OtherDriveway permit I& (const . approval recru. r io cupanc ) When you issue the permit, process as follows: Lail to ow" r. Mail to contractor'. Telephone and hold for pickup at office. Deliver w. /inspector. , Other Date 4 �� 1 Copy of plans sent Health Dept., ,� Fire Dept., Other Date ` During the plan checking process,5'the following data must be.submitted prior to permit issuance: (For required items not checked above at time of application, circle item.) 1. Index permit f.'`No. Items No. 2. Additional items required: j (Contractor, Designer, Owner) was advised of above required data by Telephone Mail Other By Date Plans checked by Date Plans approved by Date Other: Copy—DPW To: Building D," - From: -Aivironmentz'.0. lfle,,dth Subject: Sanitation C,.,,ner I ociVon Plan Approved for: Hold final for: Final clearance O.K. :-or: , )( Clearance for. i'),vroom mobile hom"q. Oth-Gr ria t 6 1 11- 70 -,70 pd:111 vi:Aer ,mpply . j 1:-,.'p'L.er .>upply v;*11ter supply TO: Building Department FROM: Encroachment Permit Section � N`' °','' RE: Driveway Clearance owner locati n AP # Driveway permit /'9 %� has been issued for the above property. 11,6111 b - 4signare date Return to DPW AGRICULTURAL STATEMEhT OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT RECORDED Ili OFFICIAL RECORDS OF BUT ? R4diA E REQUEST OF Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to -issuance of a building permit 86717555 _ The property described herein is adjacent to land or included 1986 P �1 OZ within an area zoned for agricultural purposes, and residents of this BECKER property may be subject to inconveniences or discomfort arising from ELEANOR..P., the use of agricultural .chemicals, including, but not limited to .herbi��m ,pR pestests FEE- -� icides, and fertilizers; and from the :pursuit of agricultural operations including,'but not limited . to cultivation, plowing,.: -spraying, pruning, .'and -harvesting which 'occasionally ,generate must, woke, .noise', ;and 9dor.: 'Butte County "has established agricultural zones. s�hich °ilhave . a priority use 'for.productive agricultural purposes, and residents within said sones and on adjacent property. should be -prepared to.:accept such inconvenience .ar:disconform from normal, :y necessary farm operations. !• . All that real property situate in the'Count� of Butte, State of California, described as follows:... --Lot 137, as shown on that certain map entitled "PARADISE PINES UNIT 2", which map was filed in the office of the Recorder of the County of Butte, State of California, on June 10, 1970. in Book 35 of Maps, at pages 71, 72,. 73 and 74. EXCEPTING THEREFROM all of the valuable minerals, and all oil, gas, asphaltum and other hydrocarbon substances, beneath the sur- face of the said lands with the, right to mine and extract said minerals and all oil, gas, asphaltum and other hydrocarbon substances, it being agreed and understood that.in' all of these operations the surface ,of said lands will be protected against damage and'that all operations related thereto shall be carried on from tunnels, shafts or drifts having their orifices outside the surface area of the above described realty. Date: co 3 - ? �,_ PROPERTY OWNERS: State of 69,[40R,r:; lj ) On this the !' day of _ t) JF , 19�, before SS. me, the undersigned Notary Public, personally appeared County of U7TG- ) . L/ Personally known to me. oved to me on the basis of satisfactory evidence. to be the persoo(s).whose hame(a jS' subscribed to the within instrument and acknowledged that executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto.set my hand and official seal. Present A.P. No. 6 / %0-0(: otary Public OFFICIAL SEAL POLLY MACK NOTARY PUBLIC -CALIFORNIA Principal Office in BUTTE County My Commission Expires May 27. 1989 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. w 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION. AND PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDING PERMI OWNERTELEPHONE 39 - 66 fe SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS R.n, a o,x l� Cwl 9�9 CONTRACTOR'S NAME TELEPHONE CONTRA OR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN C Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEERLICENSE NO. Plan Checking Fee $ 00 s Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ S�c�a 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 STRUCTURE SF ❑ Duplex[]Mobilehome� Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home ISIG W1 10.00 ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities[:] Instal lation %_ Other ❑ Describe work: ��'/ "/cS%��� Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 o� I` Main service 0ov OR LESS 100 AMP OR LESS 1 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): EE 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 I, 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 OCCP.61 I U A ) /zQsgft New COSULTBI-OUTLET NON.RESID BRANCH CIRC ITS 2.50 ea /POWER APPARATUS e (SINGLE OUTLET CIR. Ex. Occu zALO Occup(OUTLETS OR FIXTURES eL030 FIXED Ex. Occup. OUTLETS (RESID.)REA.7 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): 1❑_ 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 FiIingFee 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 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 against said County in consequence of the granting of this permit. _ X� T Date C — ���. 2 Signature of Applicant — Owner Contractor ElAgent❑ 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 $ , �o Energy Inspection Fee $ TOTAL PERMIT FEE $ O, rJd OCcup. CONST.TYPC FLOOD PARCEL PD ND IssuE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRE OR OF ELIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS _ Date -2 4Lta Receipt No. L5 WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD- APPLICANT rr� COUNTY OF BUTTE - DEPARTMENT OF PIJBLIC WORKS - BUILDING DIVISION +-b• • + 7 COUNTY CENTER DRIVE - OROVILLE, CALI,FORNIArw O 95965 - TELEPHONE: 916/534-4541 ~` f,•. PERMIT APPLICATION DATA SHEET (� Permit No. OWNER R IrC,h Mel (► c_(c A. P. No. Cp44 `70 — 3 0 Proposed Building Use 1+ Permit Fee Based Upon: Complete Contract Price _DPW Valuation Other (Explain) Building Inspector �� Date &' At time of permit application, I was advised the following data must be submitted prior to permit processing and./or issuance: DATE RECEIVED APPROVED 1. All items -have been submitted. . . . . . . . . . . . 2. Plot plans in duplicate./triplicate. . . . . . . . . . . 3. Complete plans in duplicate/triplicate. . . . . . . . . 4. Complete engineered plans and calcs. . . . . . . . . . 5. Plans with Energy Design Compliance Statement. . . . . . 6. CUSD ''Fees Paid'' Stamp on Floor Plan . . . . . . . . 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . . . . . 9. Letter of signature authorization. . . . . . . . . . 10. Sanitation approval from Health Dept. 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . . 3. Contractor's License Information (no., name sty , classif.) �. Owner -Builder Verification (Given to owner, Mail to owner ❑) /,4-4 15. Improvements may be required. . . . . . . . . . . . VA& Mobilehome Installation Data. . . . . . . . . Pre-Insp17. Pre -Inspection for Required. Building In request to (Dote) p q Building Inspector 18. Recorded co of Agricultural AcJcnowledgment Statement. 19. Other DrNeway permit (const. approval required prior to occupancy) When you issue the permit, process as follows: Mall t owner. Mail to contractor. Telephone 3_g and hold fo pickup at office. Deliver w/inspector. i2-��Q�► Other � c..� Applicant,/r��-rs�r�l'�'� Date c; Copy of plans sent Health Dept., Fire Dept., Other Date During the plan checking process, the following data must be submitted prior to permit issuance: (For required items not checked above at time of application, circle item.) 1. Index permit for above Items No. 2. Additional items required: N (Contractor, Designer, Owner) was advised of above required data by Telephone Mail Other By r Date Plans checked by Date Plans approved by Clopi WV Date' d' Other: Copy—DPW t.. AP # 1P7 7a ---:y OWNER' 6 A/i Ci /C PERMIT MH UTIL. CLEAIZANC DATE INSPECTOR ELECTRIC GAS upport Struc. Compaction Test Re.. service Other Pipe YES NO YESI N0. iize Load -Type Size Len�th foo Abp W�,Zoo. llC 75 -- .BUTTE COUNTY DEPARTMENT --OF PUBLIC.. WORKS 7 County Center Drive, Oroville, CA. T PHONE: 534-4541 MOBILEHOME INSTALLATION SHEET 1. Ownera name: %� �' M /4R CI % /�/� -C a 2. Installer's -name:- 0&C f�� '3. Is the site currently under permit? Yet / 1/' No (If yes, furnish permit number /1f -57%--X10 jam, L �j31/f ) OR Is the site an existing site? Yes / rte..- No (If yes, furnish two (2) plot plans.) 4. Will the mobilehome be located at least 5 ft. away from septic tank and leach fields and clear of all setbacks and easements? Yes / c r� No (If no, clarify >5. What' is the mobilehome electrical rating? ----------------------- /O d Amps r '6. What is the mobilehome site service rating?---------------------- Z O O Amps 7.. What is the mobilehome site circuit breaker rating? ------------- y Amps 8. Is there any otherelectricload to be, served by the mobilehome siteservice? ----------------- ------------------------- ------- Yea No T. (If yes, identify the load and size: (Load) (Amps) Ito 9. What is the mobilehome site gas pipe size? ---------------------- (in.) 5 10. What is the type' of gas service?-----------=--------------�^- Natural %% LPG 11.. What is the gas pipe length from meter or tank to the mobilehome?! (ft.) 12.. What is the mobilehome gas demand? ------------------- r (BTU) (This information not required if pipe length less than'6 ft. on natural gas or less than 50 ft. on LPG.) t �r BUTTE COUNTY BUILDING DEPARTMENT APPROVED, W MOBILEHOME SUPPORT DATA / -If 'other than single wide, 4obilehome Mf r.— Li /L�--- furnish Setup Model No. C Year i width /-1,, (ft.) Box Length(ft.) Tagalong or Expando Size ft. x ft. (SHOW SUPPORT DETAILS BELOW) )n all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation nanual and structural setup sheets (if not on file with the County of Butte). k11 center supports measured from front of nobilehome unless otherwise specified. S ingle I—_J` (ft.)(in;) ter support ocations* I. I (f t.)(in.) L�J (ft.)(in.) II (ft.)(in.) (ft.) (in.) (in.) (in.) Center support footing sizes (in.) IX. I (in.) (in.) (in.) (in.) (in.) (in.) (in.)l (in.) center piers ere other'than'drawn above, -aw in locations; spaciag-,. and, dimensions. Footings (check one) �1. Wood either pressure treated or foundation grade. 2. Other'.(specify) Supports„(check one) ff1: Concrete block. .2. Other (specify) Tagalong or Expando,' show support details. vx 30 -- Typical Support (in. (in.) Footing Size �� -- Max. Pier Spacing (ft.)(in.) -- Max. Overhang SUBJECT JOB TAG S.K E .T C H NO. NO. Wo F SERIAL NO. LAWRENCE RADIATION LABORATORY 0 aNO. REOD. DRAWN UNIVERSITY OF CALIFORNIA m 0 DATE DATE By 0 i ISSUED REOD. DATE BUILDING NO -1 ROOM N0. APPROVED DATE DELIVER By TO oZr� fiO 1 A4 This set of plans and specifications MUST k e C p tx 4- .3. % t� kept on the job at all times and it is unlawful to ` rw 6 111 G make any ch*nges or aiterations on same withoui of Public n _ p 8 f� written permission from the Department .3 q3 9 f 1 Works, County of Butte. NOTE:—AII MaterialS & W or?mnae!she Aeclardance with Recognized Good Pract and 64 a cipjality prescribed for the Specified use" W the [ t un?fom Building, Plumbing & Maehanical;'Cgde s and WIonotl Electrical Cod®. �f ; , % 17 ,A1 % /1��-' o' µrt •Pole- �--�`� i connections shall withi gam- 4 k W the mobilehome, they o dire tly b h nd or within a rea 1 1 o p half ) f the x mobileh&�he. i c ,W a � 'II b e wired f� h� �~ A p rmet wr e r q anon of the mobilehorna. I `r. " P P y -D A4lG� s 2 1101 N C x = m A H 0 M a z A#4 6`/•710- Y�. { i This set of plans and specifications MUST be e0 tAK14- .Z• J., 0 � kept on the job at all times and it is unlawful to , ' rA make any changes or alterations on some without �'t G written permission from the Department of Public 3 43 ' `'1 e 8 Works, County of Butte. NOTE -,All Materials & Workmanship Shall Be In/. -,",•���'_`� } ," Accordance with Recognized -Good Practices and..-_.:,_:.._;. { ' of a quality prescribed for the S ecified use in the i p I I ' {fFf Uniform Building, Plumbing & Mechanical Cpdas sand a f . ; ,� r•,, . * :{ , the National Electrical Code: s ' r ' shall b� within ' I i I�t t Utility connections s a i• . ; I .'•,' ' i ' 1 a h e- either ._ 4 ft. of"the"}rrtobile om , behind of within'�he tear + , � � � 'may' "� (a r I '' directly be , d ' ' half of the 'roadside (left) Of the mobilehorrle I .. a .. i 1 .+�. '.� .. .., ' 1 '',, ,'• I , .L 7 •Y �,fF. • 1 I i n 'l. ,lqi� t i � • ,,rte � � � - r � r ;-� . • � � - _ � � �' r i .4., its , ' .. ,;. ;f 1' ` yalfY.. 'f �., ' '�,. S, ' I ' 'y 1.1 y3.f�%t�• {'tib I.:{v. f ,r: • TAO } .,� SUBJECT S�.K ,E 0 H J013 NO. NO .T SERIAL ' ' f. LAWRENCE RADIATION LABORATORY a < NO• o ;';+_r.-•: -• pfIAWNUNIVERSITY OF CALIFORNIA. m o DATE ., BY _ 0 z ISSUED ' OATE BUILDING NO -1 ROOM N0. APPROVED - DATE DELIVER ii, �, • BY TO A#4 6`/•710- Y�. { i This set of plans and specifications MUST be e0 tAK14- .Z• J., 0 � kept on the job at all times and it is unlawful to , ' rA make any changes or alterations on some without �'t G written permission from the Department of Public 3 43 ' `'1 e 8 Works, County of Butte. NOTE -,All Materials & Workmanship Shall Be In/. -,",•���'_`� } ," Accordance with Recognized -Good Practices and..-_.:,_:.._;. { ' of a quality prescribed for the S ecified use in the i p I I ' {fFf Uniform Building, Plumbing & Mechanical Cpdas sand a f . ; ,� r•,, . * :{ , the National Electrical Code: s ' r ' shall b� within ' I i I�t t Utility connections s a i• . ; I .'•,' ' i ' 1 a h e- either ._ 4 ft. of"the"}rrtobile om , behind of within'�he tear + , � � � 'may' "� (a r I '' directly be , d ' ' half of the 'roadside (left) Of the mobilehorrle I .. a .. i 1 .+�. '.� .. .., ' 1 '',, ,'• I , .L 7 •Y �,fF. • 1 I i n 'l. ,lqi� t i � • ,,rte � � � - r � r ;-� . • � � - _ � � �' r i .4., its , ' .. ,;. ;f 1' ` yalfY.. 'f �., ' '�,. S, ' I ' 'y 1.1 y3.f�%t�• {'tib I.:{v. f ,r: • TAO i • s I NO REDD. f. DATE ' { •+ r. i RE00. 1 ' I i A#4 6`/•710- Y�. { i This set of plans and specifications MUST be e0 tAK14- .Z• J., 0 � kept on the job at all times and it is unlawful to , ' rA make any changes or alterations on some without �'t G written permission from the Department of Public 3 43 ' `'1 e 8 Works, County of Butte. NOTE -,All Materials & Workmanship Shall Be In/. -,",•���'_`� } ," Accordance with Recognized -Good Practices and..-_.:,_:.._;. { ' of a quality prescribed for the S ecified use in the i p I I ' {fFf Uniform Building, Plumbing & Mechanical Cpdas sand a f . ; ,� r•,, . * :{ , the National Electrical Code: s ' r ' shall b� within ' I i I�t t Utility connections s a i• . ; I .'•,' ' i ' 1 a h e- either ._ 4 ft. of"the"}rrtobile om , behind of within'�he tear + , � � � 'may' "� (a r I '' directly be , d ' ' half of the 'roadside (left) Of the mobilehorrle I .. a .. i 1 .+�. '.� .. .., ' 1 '',, ,'• I , .L 7 •Y �,fF. • 1 I i n 'l. ,lqi� t i � • ,,rte � � � - r � r ;-� . • � � - _ � � �' r i .4., its , ' .. ,;. ;f 1' ` yalfY.. 'f �., ' '�,. S, ' I ' 'y 1.1 y3.f�%t�• {'tib I.:{v. Sl;'K -E T 0 H SUBJECT Sl;'K -E T 0 H LAWRENCE RADIATION LABORATORY % a' NO. REDO. DRAWN UNIVERSITY OF CALIFORNIA m o DATE DATE By DATE BUILDING NO.DATE 1 ROOM NO.- APPROVED 0 ISSUED -_ DELIVER BY TO L ro i -A,4 70 This set of plans and specifications MUST be lop LA vt 1 epf -on the job at all times and it is Unlawful +0' aike any changes or alterations on some withou) vriffen permission from the Department of Public Marks, County of Butte. NOTE.—AN Material s & Workmanship Shall Be. in Accordance with Recognized, Good Practici es and- - . .... .. of a quality prescribed for the Specified use in the Uniform Building, Plumbing & Mechanical Codes and the National Electrical Code., ; ; ; (;'; z; ctions shall �bia -within 0 . , 1. i . . : 4 utility nne rnobileh6r6e, either. 4 ft. of.,!th.e h directly' -behind or in the rea y Ik oadside-(Wt) of the I half ofthe r • rnobileho'm: e. U t J -7 f _J ...... .. 1\ 4, T Vi ...... .... T ... .... A I k4 77� _,4 17 -y 144, ft 'Zi i ;oi 4.;; 1, J013 T" NO. NO. SERIAL NO. LAWRENCE RADIATION LABORATORY % a' NO. REDO. DRAWN UNIVERSITY OF CALIFORNIA m o DATE DATE By DATE BUILDING NO.DATE 1 ROOM NO.- APPROVED 0 ISSUED -_ DELIVER BY TO L ro i -A,4 70 This set of plans and specifications MUST be lop LA vt 1 epf -on the job at all times and it is Unlawful +0' aike any changes or alterations on some withou) vriffen permission from the Department of Public Marks, County of Butte. NOTE.—AN Material s & Workmanship Shall Be. in Accordance with Recognized, Good Practici es and- - . .... .. of a quality prescribed for the Specified use in the Uniform Building, Plumbing & Mechanical Codes and the National Electrical Code., ; ; ; (;'; z; ctions shall �bia -within 0 . , 1. i . . : 4 utility nne rnobileh6r6e, either. 4 ft. of.,!th.e h directly' -behind or in the rea y Ik oadside-(Wt) of the I half ofthe r • rnobileho'm: e. U t J -7 f _J ...... .. 1\ 4, T Vi ...... .... T ... .... A I k4 77� _,4 17 -y 144, ft 'Zi i ;oi 4.;; 1, If ,4 ., VIOLATION CHECK LIST A.P. (/� ��o� �d` 3"Address Owner Owner's Address Owner's Phone No. Supervisoral District Tenant's Name Phone No. Type of Violation in Detail with Code Section Priority No. Specific Plot Plan with C/V Noted des no Penalties Required 1st. Notice Sent ate Commgnts and/or Determination / XBZ s,e 2nd. Notice Sent ate Disposition For Citation Citation ate Date) Department Recommendation to Court Court Action Notice of Violation Recorded (Date) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17'' 18 20 21 22 23 24 25 26 27 28 PROOF OF SERVICE BY MAIL I am a citizen of the United States and employed in the County of Butte. I am, and was at the time of the service hereinafter mentioned, over the age of eighteen years and not a party to the within action. My business address is Department of Development Services, Building Division. # 7. County Center Drive, Oroville, California 95965. 1 am readily familiar with the County's practice for collection and processing of correspondence/documents for mailing with the United States Postal Service and that said correspondence/documents are deposited with the United States Postal Service in the ordinary course of business on the same day. On May 14, 2003, a foregoing 10 -Day Letter on the person(s) named below by placing a true copy thereof in a sealed envelope, with first class postage thereon fully paid, addressed as indicated below, and by placing said envelope In the appropriate place within the Department of Development Services where mail is collected for mailing with the United States Postal Services on the same day. X In the United States Postal Service Mail in Oroville, California. Rodney and Evelyn Nethery PO Box 431 Magalia, CA 95954-0431 I declare under penalty of perjury under the laws of the State of California on May 14-2-003 at Oroville, California. Butte County Department ofDevelopment Services ADMINISTRATION * BUILDING * GIS * PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538.2140 Facsimile May 14, 2003 Rodney and Evelyn Nethery PO Box 431 Magalia, CA 95954-0431 RE: Formal Warning Notice Building Code Violation Location 6200 Cody Court, Magalia, CA AP #064-700-045 Dear Rodney and Everlyn Nethery: This is a formal warning notice. Pursuant to Butte County Code (BCC) Section 41-2, we sent you a courtesy notice dated April 14, 2003, notifying you that you are in violation of the BCC, and 1998 California Building Code (CBC), at the above -referenced location. As of this date, the following violations still exist: Failure to obtain the required permits, inspections and approvals from this office for the construction of a garage. (a) Section 106.1 Permits Required (b) Section 108.1 Inspections Required (c) Section 108.4 Inspection Approval Required Before Use or Occupancy (d) Section 3405 Change in Use Requires Conformance to Code The above violations(s) shall be corrected or abated by you by submitting three (3) complete sets of plans, applying for the required permits, and paying the appropriate fees, including penalties. After permit issuance and field authorization to proceed, the work must be completed and approved by this office within the permit specified time. This is your final warning. Unless you contact this office and make the proper arrangements to correct or abate the violations) voluntarily, within ten (10) days from the date of this letter, enforcement shall be pursued through the issuance of a citation (ordering you to appear in court) for said violations) and for failing to comply with this warning letter. Upon conviction of said violation(s) or of failing to comply with this letter, the court shall impose penalties (fines) and a Notice of Violation shall be recorded in accordance with Butte County Code Section 41-7. The Notice of Violation shall include a description of the premises the violation concerns, a description of the violation, the date of your conviction and the action necessary to correct or abate the violation(s). Rodney and Evelyn Nethery AP#064-700-045 May 14, 2003 Page 2 Should you have any questions concerning this matter, please contact Scott Rutherford or Michael C. Vieira in this office at the address or telephone number listed above. Sincerely, Scott Rutherford Chief Building Inspector SR: kj Butte County Department ofDevelopment Services ADMINISTRATION * BUILDING * GIS * PLANNING 7 County Center Drive Oroville; CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile April 14, 2003 Rodney and Evelyn Nethery PO Box 431 Magalia, CA. 95954 RE: Building Code Violation Location: 6200 Cody Ct., Magalia, CA. AP # 064-700-045 Dear Rodney and Evelyn Nethery: This is a courtesy notice to notify you that you are in violation of the Butte County Code, at the above -referenced location, as follows: Failure to obtain the required permits, inspections and approvals from this office for construction of a garage. Since permits and inspections are required for the above work, please submit three (3) complete sets of plans, apply for the required permits, and pay the appropriate fees. All work must stop until these permits are issued and you are authorized by our field inspector to proceed. The field authorization cannot be made until the existing work is inspected and approved. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary' compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty 30 days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Scott Rutherford or Michael Vieira in this office at the address or telephone number listed above. Sincerely, 40F &4�O Scott Rutherford Chief Building Inspector SR: kj cc: Assessor OWNER: PRE -INSPECTION REPORT LOCATION: CONTRACTOR: PRE-INSPETION DATE: A.P. #A�U%�vU�Uj ZONING: DATE TO INSPECTOR:2) PERMIT HISTORY.( ) NONE '( AS FOLLOWS: BUILDING INSPECT'OR'S REPORT Building Description: CanmerniaWsage: Residend&Y# of Units: Currently Occupied Abandoned/Vacant Electric: Yes No Electric currently On Off Condition of Electric Gas: Natural Propane None Obvious Problems: Sanitation: Plumbing Working Well Working Potable Water Obvious SewageProblems k n` ( I Comments: l� ✓G� M'p-+&J 44t, V\.(� e�w-o a5;h m j l l e. C,)) � I Currently On Off ACTION RECOMMENDED: ISSUE: r, Inspector. o� C�,C,IL -- Ise Date Sketch buildings on reverse and indicate location on proper' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, California 95965 - BUILDING DIVISION • Telephone (530) 538-7541 `Rev.12J96) APPLICATION AND PERIVrrT P RVI T NO. u3.O AaCEIiOa vARCA wYapt BUILDING PERMIT •t1�►aivi ��i�{�'C'GinQ OW SO. FT. OCC, BUILDING VALUATION AOOREpy wo NALC ES SfC1'CREST ENTERP S 342-2694 H/CO CA 95973 �,,,�,�„�� u�oEA-a u.ur+O AOOREss -- Flre lace O"E/O1A�B+ Total valuation S LICENCE NO. AA(ift1;LT 011 ENCLNEEA9 4ALLl0 ApORECy Fllln Fee 5 20.00 Permit Fee 74 Plan Checklr Fee I S Ener an Checkin Fee b �I b `OTS' ouao"rs 9N1"EPARCEL UAP PERMIT FEE S G PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE Each Tr n 7.00 SF Duplex O Mobllehome Other Solar or heat um water heater 23. 00 _ Wate�waterhe-ater eP[{ ►y t S.00jj TYPE OF WORK Eachnt 15.00 New ❑ Addition O Remodel O Udkd" CInstallation Other O Gasets 15.00 J Describe Work: /`✓�� �%, �1 a .,,y [ '�%//CI%% Bulidin sewer 15.00 Mobile Home S G W @20.00 I PERMIT FEE i ELECTRICAL PERMIT Fling Fee 20.00 �' ---- Main Service"OOv OR 1Es6 zOOA OA EEse I I 23.001 Main Service 20OA TO IOWA 46.00 CONC. OWp1P4 OCCUP. OR AD Wo. a ACC. etre. 3.5¢°x°'• NONli®10. • uuLTI.Ovn.ET @7.50 POWER APPARATUS i !_^�C /� *PERMIT $ JJ V I Ex. Occu OVr ET OR san,REs 2o a .� 9AL i w Ex. Occup. 0"0 APR® ,1A 5.00 To Do Service SRA $ 23.00 Mobile Home Facilities 20.001 Mlsc. Wirin ?— 23.00. SHERIFF $ PE IT FEE _ MECHANICAL PERMIT Filing Fee 20.00 OTHER $ Heatln Coolie Hood 6.507- 0 . $ VentilationI r $ PERMIT FEE " i Installation Feej btion S �L Sat FeeS� . TYP[AMOUNT RECEIVED $ TOTAL FEE S SD. ►EEN IUP CJ. PARCEL oo w ssuE *RECEIPT `c/ l i 1U�^ereby Issued under the applicable provisions of the Butte County Code NUMBER and/or Resolutions 10 Oo work Indicated above for which fees havb peen paid *TO BE PUT INTO COMPUTER By Date PERMIT EXPIRES ON I .+.17_ _ +++-.+•--.ter-;,.:z • r - _._. _ -. �-wik l ,'tit - • ' _ >` 4.�✓!��' S ib yij,,i I: int i C^ x S i � � �•�� 3 rr+ .Nf�'Uw „�,: is t •� r ' a ' rW . t k. x•.' W"Z1y ,1 { �: Y� �,•1r•�} `n,a y. to r -. t� J � W • W O' ! ^ a xz `{ •. i P,+ H x {1fw r�i H toe '.K E-4 cos .4 .. O yA0 H an H Z Ln �l �t to O -+ I U iJ P4 U as r4 /1U0Nw CO P+Kti e 0 H .-4 N r] Q, O G Y9 a I It, , F PG NO P+ W C7 to U d a!� Pr t ani A�............. � r �!4 SSL TTY1 q :'{ r 9+41'' �a'< .,? �. r .. � - , • ' ` - _ . 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 Z. CORRECTION NOTICE -70 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 a completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. U F rw I t e' '11'f 0 U "re d ,fib✓ q& V ct &- aul-'d RMA ✓cookV'e-' Woli t l -S (iv, Q 4,Wq_ " ot,'n'-) ;Tee k- . Date Inspector REV 10192 ev"v\ 4—. . NOTES_ REgIDENTIAL 66T_160-045 03-0670 .PERMIT NO.—, A/� 71 �, vt,{e�a1=EVety, _ _ 6200 CODY CT, MAGALIA Clint: SKYCREST ENTERPRISES . I NEW MH PERM FND EX SITE R 11 4 THE HCD FORM 433A FOR THIS MH CANNOT BE RECORDED UNTIL ONE OF THE FOLLOWING HAS BEEN 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 (/�,f 5 fs �6 �-�--o OFFICE COPY Address GA Meter By ELECT Meter By JOB FINALED (Date) Signature 69�_ CHECKED BY J=OK , D = Not OK . = NotReadyabte Card B-1 Date Card B-1 MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 2. 1. Zoning Requirements -Setbacks -Easements Gas; MH Test -Demand -Valve -Connector 2. Soils; Special MH Support Sketch 5. 3. Sewer; Location -Test -Fall -C/O -Concrete Water; MH Test -Regulator -Connector 4. Water; Location -Test -Easement Needed (Sketch) 8. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Tie Downs -Type -Installation Cert. 6. Gas;'Location-Test-Wrap;-/ P' L'ft. / P Nat. or/ P' L "ft./ P LPG 11. 7. Well Clearance & Disconnect 8. Utility Clearance . Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) .QfTng Requirements -Setbacks -Easements Fo ti gs; Size -Spacing -Marriage Line I ng an, . Ga Test -Demand -Valve ricity_ MH Test 6 a Test er and Sewer Connected s and Electricity Tagged xits -!,2 se Decals Verifv #'s with Office Date Card B71 y J Date Card B-1 Date Card B- Date Card B-1 J MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1. Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except H'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 i 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 4 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK L� 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) 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 Ftp. -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 Date 16. Insulation _ 47. Hangers -Post Caps -Anchors -Connectors 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 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 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 ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors Date 26. Size Boxes & No. of Conductors Stapled Date 27. Romex Installed Close to Edge of Studs & C.J. Date 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 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or All Insulated Neutral O Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 71. Fireplace or Stove, Clearance -Hearth Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 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 41. Sills Proper Materials & Anchors _ 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 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-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 -Wal Is -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 0 No/Walks 0 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: COUNTY OF BUTTE BUILDING DIVISION 'DEPARTMENT OF'DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 - 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE' " - OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, y, please contact this office immediately. Date S �/ ' Inspector REV 10/92 CQUATY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75410,3, R (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 064-700-045 ZONING RIT-1 BUILDING PERMIT OWNER Rodney and Evelyn Nether TELEPHONE t SO. FT. OCC. BUILDING VALUATION 1152 R 08-00 Q 1"1'1Pd'"B6'E231 Magalia CA 95954 CONTRACTOR'S NAME Sk crest Enterprises TELEPHONE 342-2694 CONTRACTORS MAILING ADDRESS 13468H 99 Chico CA 95973 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $71-008. 00 ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 —Filing Permit Fee $261.25 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 6200 Cod Court Magalia CA Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 1 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: New MHP �j�1]V EXIST SITE Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 Mobile Home S G W Ca20.00 PERMIT FEE $ 50. 00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2o0AORLESS 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 i in fu force and effect. n Q License Class ' Lic. No. ��( �n 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 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' come�tion ins race ca6rier and policy number are: Carrier VV''.. � Policy Number L (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 tho a provisions. �j �I X Date ✓ - 1& y S' at r of Applicant - ❑ Ow r O Contractor ❑ Agent An A permit is required for excavations over 5'0" deep and demolition or construction structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DW EWNG OCCUP. SO OR ADONS. ( 8 ACC. S.3.5¢Fr. NO"�q°�,pT' MULTI -NCHOUTLETITS 97,50 POWER APPARATUS 8 SINGLE OVILET CIR. 20 p ,.00 EX. OCCU OUTLET OR FIXTURES Bl1l @ .50 Ex. Occup. ouXTLEEDTS R D.°E0. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 J?rP_ PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE OTAL FEE $ 354. HAZ. D FE IMP 00 C F HD SU This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have _Al� By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Dat L6 If 6 ere Receipt No. , WHITE-D.D.S.-B.D. CANARY- SESSOR PINK -INSPECTOR GOLDE OD• P ICANT COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965tPhone (530)538-7541 Fax (530)538-2140 '/ PERMIT APPLICATION DATA SHEET OWNER: I 1 ASSESSOR PARCEL NUMBER Proposed Building Use: `%) Counter Technician: Date:.. / y • v -5 Items required in order to apply for a permit. All boxes MUST be checked OR iQked NA in order to apply. �> L. Plot plans, 3 or 4 sets, signed by the preparer of the plans. -�'❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans.. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliancedes gn and supporting documentation in duplic to 6. Manufactured homAData sheets and installation instructions, 7) Marriage line information ( Floor Plafi; ( ie down or foundation plans, aluplicate. ❑ 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 - w Remaining items needed to issue the permit. (May require -additional plan review upon receipt of the following items.) iPlanning shown on the attached Schedule of Fees Due to et... �.............................3 !� ment of Intent for Non -heated and A/C Buildings...:.........................1tation and plot plan approval from the Environmental Health Departmentof Chico Plumbing permit ................................ .....fornia Department of Forestry plan approval ❑paid. Sent by: $$ /�j DDZr..12!:.t:..., . approval for (A) Use: a K (B)Parking: (C) Pard6l Check: -7-0 '3 ❑ 20. Contact Land Development about ❑Improvements, El Drainage ..................::...:..:....... ' ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... - 7. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Man actured home utility clearance............................................................... 29. ting violations and/or expired permits.. ..................... .�� � 30. ran eed M.H. Title/ e cxs, etter from. Legal wner�Ll'Check to H.C.D. $ 31. Other: /YY�`�� A1`- AA When issued Telephone and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. 6 w a O Applicant:" � Date 1. Index IAGrmit application for the ab _ i s 2. Additional items required ontracto designer, owner, was adv'sed of the 06intractor, designer, owner, was advised of the Plans reviewed by: Date: Structural reviewed by: Date Note transfer by: Date num by ❑ by ❑ Plan Check Letter phone, ❑ mail, ❑ counter, by _ /, Date: phone, ❑ mail, ❑ counter, by Date: Plans approved by: / Date:_ _Structural approved by r' Date:_ Yellow: Building Division Ai- E.H. USE ONLY * Plot Plan Attachad Mar Plan Ates had Sent to B.D_ / A TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance j M --i OL O er L cation AP# Plan Appro far: Sewage Disposa� Water Supply: Publir Private Well Clearance f=dwelling. Other VV 4L �P�' rl� �.� ,A A L Hold final for: Final clearance O.K. for: NOTE: IJ f -W iii ti. �, Q_- i%N-ss 4 �— }-� n On a Pn (b ✓^C.A J omental Health Speciali 8/96 40 Date BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM t. (One form per Bulldlqg) School District rA AA14 Building Department No. A.P. Number -u Jurisdictio L Lg:r luo J Clty LA— Property Owner Property Location/Address Subdivision 10 . I Residential Development Commercial/Inclustrial `-,,Building I No. (Street No of Living Mobile Home Units Installation ...................................... ........................................................................... Sq. Footage Addition/ *Supplemental to (Group R) Conversion Permit # *(No foundation inspection ................................................................................................................. Sq. Footage New Addition (including Exterior Roofed Areas) enn 0 ive I Date (Floor Plans reviewed by School District Personnel) �a dool-Oistrict certifies that (Applicln I Jr (Phone Number) (City) — has complied with the requirements of Resolution No. regesepting square feet. (State) 2926 L MITIGATION (Zip Code) by payment of $ S dyolir i c t Representative Date Paid by Check# Remarks: tY -A-101 C�&4944M� Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEGA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis (10/98)dmm AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 COPY of Document Recorded 10 -Mar -2003 2003-0014797 Has not been compared with original BUTTE COUNTY RECORDER 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 6perations 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: SEE ATTACHED LEGAL DESCRIPTION '...9... -.•�. .1...a...4�_.:.'>t..t..d.�...L.:.n..�...i�.lx.A.... °�'�.L-Z.t4^ ,..{ 11C.:t`!%'��1� �j JAiVi- M, „ "OMM. 13513?,2 31 v' roRra;A •., 1 lr a titc����"'.:4 y9TAR'! P0P0C-::AHfQRN1A(,tiT(� i•j ti\�'• �Gi� iii i!'.nI I:r(i1B3 Alif;l ( (� .y-..7./•� ..�. .. � . Date PROP OWNERS: X "Rodneythery velyn M. f4ethery X State of California County of Butte On 1 1 `� Qz before me, '��-art �`- �. �� 2 I`J G�t�z"�. ►' a�J` 1. personally appeared n �: �'� Q �(' l U a` perso�ly known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal Signature Seal: _, rr±,` ° „Ai)JET P. f 51382 41 APN: 64-700-04 000 tib ' r,;(JC-CA[ IFORN1A �•, :;� f3iJ , TE w SCHEDULE C THIS LAND REFERRED TO HER -IN IS DESCRIBED AS FOLLOWS: .ALL THAT CERTAIN REAL PROPERTY SITUATEDED IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: L0T 17AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARDISE PINES UNIT NO. 2", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 10, 1970 IN BOOK 35 OF MAPS, AT PAGES 71,72,73 AND 74. EXCEPTING THEREFROM ALL THAT PORTION MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT37, AND THE TRUE PONT OF BEGINNING OF THE HERIN DESCRIBED PARCEL OF LAND, THENCE FROM SAID TRUE POINT OF BEGINNING, SOUTH 0'20'58" EAST ALONG THE WESTERLY BOUNDARY OF SAID LOT 137, 18.84 FEET TO THE NORTHEAST COUNER OF LOT 40, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "WOODRIDGE SUBDIVISION", WHICH MAP WAS FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 19, 1978, IN BOOK 66 OF MAPS AT PAGES 14 AND 15; THERECE SOUTH 87" 42'42" EAST98.75 FEET TO THE NORTHEAST CORNER OF SAID LOT 137: THENCE NORTH 77'00" 48' WEST ALONG THE NORTHERLY BOUNDARY OF SAID LOT 137, 101.38 FEET TO THE POINT OF BEGINNING. ALSO EXCEPTING THEREFROM OIL OF THE VALUABLE MINERALS AND ALL OIL, GAS, ASPHALTUM AND OTHER HYDROCARBON SUBSTANCE BENEATH THE SURFACE OF THE SAID LANDS WITH THE RIGHT TO MINE AND EXTRACT SAID MINERALS AND ALL OIL, GAS, ASPHALTUM, AND OTHER HYDROCARBON SUBSTANCES, IT BEING AGREED AND UNDERSTOOD THAT IN ALL OF THOSE OPERATIONS THE SURFACE OF SAID LANDS WILL BE PROTECTED AGAINST DAMAGE AND THAT ALL OPERATIONS RELATED THERETO SHALL BE CARRIED ON FROM TUNNELS, SHAFTS, OR DRIFTO HAVING THEIR ORFICIES OF THE SURFACE AREA OF THE ABOVE DESCRIBED REALTY. AP# 064-700-045 ' _27R:?i17 jrj;(S ()')i! f:':IfI`tttl cS::`/ !t t. ov. 1 .f li.- Pier Footings Sizes and Location SINGI± VftD9'P%�..._ "`);.. `«+it1�Yy�ltC'i;3.r'f .:cIvIUI,TI-WIDE. i't:^ J. ,`3• � { , ! te I � Line .. ... .. yi. :. _... _ ^.. .............`............ �I Unc-2 tl ..ili Line 2 .......................................................................... Main Beamsline2 line 1 >'}i:jf y+. r �?» I................. nf3�;.. :�C(Yii:S'�iitl)€;S iilsi it.'s+ ':. I� 3 Uw 2 ................................................................t.---...................... oe 3{r1:1ri�.)tSCli:+.�1 viii :�� iii.J: ii.� Z:ri( IVISIn _ ..................................................... : .....;tri?......................." 1 1> ..w .i r, _...._.__ ...,._ _.._ .-._. - tine F; Line S �'. i. p .,i `:ac'1`! ;;ii1 .: •1 i.:f ,)i i ..1, i t L. l,.,. .•S '.r '7.G( .•N i-. , t'e. v'! "t ag or Triple tine 4 Jj " iJiic..'ef,i:• ;t:..-....':Ir4 <5" Lim I M Line 1 Piers: Line 1 Openings: --;-Size•minimum:._.. x Size.mimmum:---_ _..__ __ __...[24] x•[24]"' ` Spacing maximum: Each side of openings { RroiYi CIlaS-IIla7C1It1UIIl:1�'ti?: ' f` i o 'l;f;;l'� With Width over:"" ` i ' `i }; : 4' t �n Line 2 Piers: •_`�F_ ::'cr2.� tl� L`iite'4 Piers �lt� =3;.r _ .r�r'., ii +ri: agiu, Size minimum: 24 x [241 Size minimum:]XI I :;Spacing maximum: 6';'qrrrc01r;t;r;tSpacingmaximum:t:;el ro. r' i,�;•t;irfiQ2.r,i; `:,' t r_r!`e From ends -maximum: 2' 0" From ends -maximum: " i'.Ti•I'f�i �'ia'�ii.S3i) =..�? ::ff�Gi�::.::�•:)iYf Y)rrt .. '!':, `; + Line 3 Roof Loads::) Size minimum: Location (from rear): P -f ^rr fVl ;.1'�4 A i1^r1i 7?,:i„ ;Ii.. .r;( �,r-gin •II '>. f.. 'r cea.r,e i^.Il r••.:..r•r9„'lam 24x24 24x24 r .,,, 1-1 n� 1188'6'. 36'0” Line5l T P,'AdsA��-'';� 1;x:3; 1rwtF , tR,.`r'��'i.'M► €�Y-M:li'?.: �`r .'3�� %. i3 .1 lid'e Size minimum: ' Location (from gear): OVERIN „DOM gAM22B FNDTN APPROV&D v� M.H.I.-2 7 . What is the mobilehome site circuit breaker rating? 100 Amperes. 8 . What is the electrical rating of the mobilehome site? 200 Amperes. 9 . Is the main service remote from the mobilehome site? Yes [ ] No [X] 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 [ J No [ X ] If yes, please identify the load and size: a) The mobilehome site: Load - Amperes - b) The main service: Load - Amperes - 1 I . Type of gas service at mobilehome site:, ., Natural [ X J Propane [ J None [ J 12 . Size of gas pipe at the mobilehome site from the meter or tank: 3/4 inches. 13. What is the gas pipe length from the meter or.tank to the mobilehome? 30 00 14. What is the mobilehome gas demand? BTU.* *('This information is. not required if the.pipe.length is less than 6 feet on natural gas or less than.50 feet on propane). z r TAE OTHER SIDE OF TRIS FORM MUST BE COMPLETED IN ORDER TO PROCESS THL4 PERMT APPLICATION ('AP W l lt' Ull O� L` a a �;' .a OPT UINITY ROOM J ri PT YAM Pik a CK Ar pop s n F/I V 1-4 D 0 O -- o .1 OPT 42r slam We 355 30# CENTERME&I THIS SHEET IS TO 8EINS, Np i co 301 ROOF ZONE SNOW L coNF REVD � MrD oTl' ESBy $ME1VT SERVICES MAR I I i0G( o PIA aim �1so A oR�.' ZRS �u' W -B* Io-a's'-a'i lo'-ar� F--- I3'-4' FILE MH 9321 VOL I SEC. 4 Ill. 51 PG 6-88J PORT REQUIREMlENTS �'` 'r' ` s DRAWN BY : VAN LEMENT TO FIELD INSTALLATION MANUAL FOR DA>E � F r PRINT FOR LOAD REOUIRIEMENTS AND LOCATIONS. 30# ROOF I DESCRIP11ONe: w-7 ORAWNG NUNER LIVE LOAD I 521.6-3CK-2B—CATH P202—CT T— I.906 — APPROVED}. 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Au Fowddtlon Pod ACAs io-12-00 aur; 59303 ) VECTOR DYNAMICS FOUNDATION SYSTEM WIND ZONE 1 & 2 INSTALLATION INSTRUCTIONS For the State of California INDEX SECTION INTRODUCTION PIER HEIGHTS GENERAL INSTALLATION SET-UP INSTRUCTIONS METAL PIER & V -DRIVE PARTS LIST CONCRETE INSTALLATION SCHEMATICS WIND ZONE I - SINGLE SECTION PAGE NUMBER 3 4 5 & 5a 6 7, 7A, 7B 8t 7C 8819 WIND ZONE II - SINGLE V DRIVE - METAL PIER - DOUBLE SECTION - TRIPLE SECTION = SINGLE SECTION - DOUBLE SECTION - TRIPLE SECTION 10' 11 12 13 14 15 16 17 SOIL CLASSIFICATION 1 CO O NT PARTS AVAILABLE UPN R QUEST Fo tion System 63-0&70� Release Date 8/13/2001 Engineer Approval Zj. 2570 HEAM aie�ia�Pl`��'t isssl SUBJECT CO'RACTIONS NOTED APPROVAL DO T AUTHORUM OR APPROVE ANY OMISSI NS OR D INS FROM REQUIREMEINTS OF APP LE 1 LAWS ANDREGULAT!:i:.S CaGfomia t o g and Community Develcprent F CODES AND STANDARDS By Dal C) Ise tutu) TPA N0. In Plan Approval Ecpi m 9— 1 O D For Further Information TIE DOWN ENGINEERING 5901 Wheaton Drive Atlanta, GA 30336 404-344-0000 FAX 404349-0401 www.tiedown.com Tie Down Engineering, Inc. VECTOR DYNAMICS INSTALLATION INSTRUCTIONS Introduction These instructions describe the proper use of the Vector Dynamics Foundation System in Wind Zones 1 & 2. Additional installation instruction is available in VHS video, from manufactured housing distributors orfrom Tie Down Engineering, titled, Vector Dynamics Installation Video. The Vector Dynamics foundation system supports the home by anchoring the two longitudinal main rails. The system is approved in Wind Zone I & II & III areas of the Manufactured Home Construction and Safety Standards and Wind Standards; Final Rule 24CFR part 3280 for both single and mufti sec- tion homes. Instructions for Class 5, Sub Soil Conditions, (Wind Zone I & 11), are available through local distributors of Vector Dynamics or directly from Tie Down Engineering. General The Vector Dynamics Foundation System provides the support to resist lateral and over -turning movement of the home as required by the Federal Manufactured Home Construction and Safety Standards in Wind Zones I & II when the system is used as described in these instructions. See manufac- tures Home Installation Manual for other pier & anchoring reauirements. The following characteristics apply to both single and multi section homes: • Main rail minimum spacing of 86 inches or greater. • Nominal 8 foot or less top plate height at side walls. • Main rail depth of 12 inches or less. • Maximum roof slope of 20 degrees (4.4 in. in 12 in.) • Maximum pier height under main rail of 56 inches (see page 3). WIND 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 section home width is 36 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum triple section home width is 48 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. WIND ZONE II • 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 ties/ anchors/stabilizer plates (one per side) as listed in the charts on page 15. • Maximum double section home width including eaves 32 ft., maximum 12" eaves per side • Maximum triple section home width including eaves 48 ft., maximum 12" eaves per side The Vector Dynamics Foundation Systems may be used as a part of the vertical 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 system shall be located and constructed in accordance with the home installation instructions 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 56 inches which are not included in these 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 rail(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 regulations in California. The Vector Dynamics Foundation System has not been designed for use on exposure "D" homes. Exposure "D" homes are homes located 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- riage line ridge beam support posts, end frame ties and rim plates. The term end frame ties refers to the longitudinal ties that are attached to a home to resist wind load on the end walls. If longitudinal ties are required by the home installation instructions or other 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 Dynamics with Tie Down's Longitudinal Stabilization Device. The term rim plates refers to the factory brackets fastened onto the perimeter joist or specified as a location for vertical ties. c Page 2 California /2001 56 i ma: Figure 1 Maximum Pier Height (Wind Zones I & 11 onlvl 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 II, 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. 56 ii ma) nyurC Unequal Pier Heights ( Wind Zones I & II only c 6 in. rnax. 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 the most recent regulations in your state. Page 3 California /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 - 4x4 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" nominal schedule 40 PVC pipe meeting ASTM D1784 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: Pre-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 system 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 1/4" spot welds must be used when straps are connected to the swivel con- nectors with welds. Page 4 CaliforniaN-1-001 Set -Up Instructions for the Vector Dynamics Foundation System #59007 (Kit #59007 is interchangeable with Kit #59018) 1. SET VECTOR FOUNDATION PADS Long shon Clear all loose vegetation from the immediate Short U -Dolt u -con area where your Vector foundation pads will rest. Press or hammer pads into the ground. Tip: Place a 3/8" nut on each U -bolt to keep it in place while you position the Vector pads. 2. SET BLOCKS (OR PIERS) ON VECTOR FOUNDATION PADS Center the foundation blocks over the Vector pads. Place the pre-cut 4x4, 2x4's (side by side), Schedule 40 PVC (w/PVC 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 2x4 so that it pushes against the foundation blocks, removing any space between the piers and center compression section. Tighten the 3/8" 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 tie 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 Classifications 2 & 3 only), use minimum of 3 each V -Drive anchors per side. See drawing on page 6 for placement. Page 5 California 001 Set -Up Instructions for Vector System #59018 (Kit #59018 is interchangeable with Kit #59007) A oo 4& fr �r y Long U -Bolts C � y 1. Set Vector Pads Clear all vegetation where pads will rest. Place a long U -bolt in pad as shown. Press or ham- mer pad into the ground. 2. Set Block or piers on pads. Center foundation blocks or piers on pads. Place pre-cut center compression member between blocks, resting on pads, centers between U -bolts as shown. 3. Outside Tension Bracket Attach outside tension bracket as shown to out- side of pads. 4. Inside brackets & straps Attach the inside tie brackets to the U -bolts over the compression member. Attach a strap Whook or swivel strap w/nut/washer & bolt (washers are required). Place other end of the strap over opposite I-beam & down to outside tension bracket. Cut strap 12 - 15 inches past bracket. Attach strap & slotted bolt in bracket. Tighten strap until tight with 4-5 wraps around bolt. Repeat with opposite strap. Page 5a California /2001 Vector Dynamics Metal Ph �1fOT/CS.., For metal piers, place the piers in the center of the Vector pads. Set the single 4x4 or two Zx4'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 'upside down' as shown in drawing. Metal piers using the Vector system can only be used an level ground installations. 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 consistent with home manufacturers' installation instructions and/or state requirements. When using METAL PIER STANDS, cut lumber (2 - 2x4's or 1 - 44 per Vector system) for the center compression section, by measuring center to center frame 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 for lumber when using metal pier stands. V -Drive System for rocky soil Installation: conditions W;��.. 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 Zone 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, predrilling of holes for the V -drive rods 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 2x4's, a longer 2x4 is used as per the diagram above. This 2x4 board should extend from 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 approximately 45 degrees under the home. The rods must come to a complete stop on the V -Drive head. Attach a strap with hook, buckle or beam clamp to the frame and attach to the V -Drive head with a slotted bolt. Cut the strap end about ten inches the 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 ST2OO1 Vector Dynamics Foundation Systems.. eCtom;CS Component Parts List Part #'s included: 59310, 59288, 59135, 10925, 59279, 830442, 59232 & 59732 1;2-o a 2 ^4 I� Part #'s included: 59275, 59282, 59276, 83044z & 10999 Vector System 2000 Kit # 59018 Single piece pads with straps and slotted bolts Vector System Kit # 59007 Vol 000�� ®® - Concrete Vector System Kit # 59008 (for single stack blocks) 0o c 0o c Pan #'s included: 59277, 59282, 10530, 83044z, 59279 & 59232 Part #'s included: 59273, 59282, 10530, 83044z, 59232 & 59279 Concrete Vector System Kit # 59006 (for double stack blocks) Page 7 California 8 2001 Vector Dynamics Foundation Systems Component Parts List 0 Part #'s included: 59281, 59288,10925, 59232 & 83044z Part #'s included: 59269, 59113, 59282 & 10999 Adjustable Steel Compression Strut P/N 59043 Or these products available at your local hardware store nga��l SV�g axalPtes t 1 ga. 40 12 ga Z X AO QVC Q\Qe Vector 2000 3 Sq. Ft. Pad Part # 59271 1 required with 59026 Longitudinal System 2 required with 59024 Lateral System 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 D1785D. Color can be 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 California /2001 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 Block Pad Part # 59310 2 Sq. Ft. 12 gauge 18.719"x 15.625" x 3" 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" ® o Vector Dynamics Tension Link Slotted Bolt o Part # 59282 } Part # 59135 6.25" x 2.52" x 3" to 3" x 5/8" Vector 2000 Tension Link ® Long U -Bolt w/Nuts &Washers Part # 59288 Part # 83044Z 2.125" x 2.375" x 2.06" 3/8" x 4" (16 Threads Per Inch) O ® Concrete Wedge Anchor ® 2 Short U -Bolt w/Nuts & Washers Part # 10530 Part # 10999 3/8" X 3-1/2" 3/8" x 3" (16 Threads Per Inch) a Protecto-Strap Carriage Bolt w/Nut & Washer a Part #59276 p Part # 10925 6.3" x 3.3" x 7/8" ® 112" X 2-112" Strap Protectors ®p® Protecto-Strap Part # 59232 Part # 59279 6.3" x 3.9" x 7/8" 0 PVC Adaptor Part # 59281 ®• Carriage Bolt w/Nut & Washer 7.25" x 4/56" x 1.42" Part # 10624 3/8"-16 x 4.5" Tie Down Marked & Certified G60 Galvanized Strapping Model Part # length MS35 59150 35' MS37 59155 37' Tie Down Marked & MS42 59160 42' Certified G120 MS60 59165 60' Strap w/Swivel Connector MS600 59170 600' Part # Length 59732 12' p 59734 14' o-. 59736 16' Frame Tie w/Hook 8 ft. P/N 59195 10 ft. P/N 59210 Earth Anchors 12 ft. P/N 59211 0 Longer Lengths Available 30" x 3/4" with 2-4" helix Black Paint: Part #59095 Galvanized: Part #59079 Earth Anchor Stabilizer 12" wide V-0rive Head �``•• �'' ,;•a_ rz Part #59269 Black Paint: Part #59292 Galvanized: Part #59294 o p..m Drive Rods r: e ® Part #59113 0 Vector Dynamics System for Concrete Applications f,ector 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 #59006 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 roust 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 (gals. metal) on the concrete where the pier will be located, centered under the I-beam of the home. Place the upturned edge towards the center of the home and directed to the opposite Vector pier. Do the same for the opposite Vector pier. J. Measure the distance between the two Vector system pads at the base where the Vector pad meets the concrete. Cut two ground treated 2x4's this length and place between the piers as shown. 4. Place a long u -bolt under the 2x4's and through the holes of the Vector pad as shoivn 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. 6. Build vector piers but do not wedge at this time. 7. Using a concrete drill bit, drill two 3/8" diameter holes on each side into the concrete using the holes in the Vector pad as a guide. Drill the holes 3 inches deep. 8. 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 pa for concret( Concrete footer Page 8 Wood Cap and wedge Outside Tension Bracket Wedge California �8/200- Vector Dynamics System for Concrete Applications Instructions for Vector Kit #59008 (for single stack blocks) Ab%lk or Vector Kit #59006 (for single or double stack blocks) Page 2 of 2 9. Put a washer and nut on one of the 3/8" x 3-3/4" 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 wedge/anchor 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. Tum slotted bolt until straps are tight using at"least five turns on the slotted bolts. Illustration Two Inside Tie Bracket Compression boards Vector pad for concrete Concrete f c U -bolt Page 9 California 6/2001 WIND ZDNE 1 Vector Dnamics Systems Required I for Single Section Homes (Materials Required)%on "- - orae \e sect -Wk3a a9►ng t°` n s�a��a�lo 1e CE a ener at sto home " EXa o pshoWs°st be lrtustr and sPac`n9 1 00063 C0 I " co (D C> NOTE: Vector Systems should be spaced as evenly as is practicable along the length of the home. Pier spacing must be consistent with home manufacturers' installation instructions and/or state requirements. (7 0 3 0 o 00 N O O / Maximum allowable working drag load for the Vector System with the steel compression strut is Soil Classifications: 2, 3, 4A, & 4B 3,150 pounds per K2 Engineering test report. WIND ZONE I Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095),12" stabilizer plates (55292), (not to scale) 1-1/4" frame lies w/4725 lbs. min. breaking strength. �2 sq. ft. pad/ Home Length Vector Systems Required Anchors Required Per Side ' 0 to 72' 3 2 73 to 90 4 3 • Anchor and slabilizer plate combinalion Each Vector Foundation System requires Y One \kclor Kit, 2 slotted bolls Y 2 ea. 1-1/4 In. Iles, length will vary with pier height (4725 Ib. min. break). Y 1 ea. 4 x 4 pressure treated wood compression member Y or 2 ea. 2 x 4 pressure treated wood compression member Y or 1 ea. 3-1/2" or 4 nominal SCH 40 PVC pipe compression member Y or 1 TDE adjustable sleet strut WIND ZDNE I I Vector Dynamics Systems Required Single Section Homes Difficult Soil Conditions ' - o Me eOeco sa�al gu\de le svn� of a era\ spa or0e�ns\a\\a\�on EXamPlho`0S gel,be to h 1 \\\ultra nd spacing MUS I ' IF oun(S v e (p 1 >+tr 2h. M (D A 0 0 a) k -v W V- a "W" , .;iial IMP' I lr�18& 1A m"I"Ah, - V -Drive anchors are used only in WIND ZONE I (not to scale) \2 sq. ft. pad/ Home Length NOTE: Vector Systems should be spaced as evenly as Anchors Required Is practicable along the length of the home. Pier spacing must be oatsistent with home mmillactrets' Instaliatlon Per Side • h►structlons andfor state regAernerlts. Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per Soil Classifications: 2, 3, the K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': "V" Drive Anchor, Part Number 59269 1-1/4" frame ties w/4725 lbs. min. breaking strength. When us/no "V" Dr va Anchnre Home Length Vector Systems Anchors Required Each Vector Foundation System requires Required Per Side • • One Vector Kit, 2'V' Drive Anchors, 4 slotted bolls 2 ea. 1-1/4 in. tie, length will vary with pier height (4725 Ib. min. break), 0 to 72' 3 3 1 ea. 4 x 4 pressure treated wood compression member or 2 ea. 2 x 4 pressure treated wood compression member 73'I0 90' 4 4 or 1 ea. 3-1/2' or 4' nominal SCH 40 PVC pipe compression member (center com re-sln m mb I V o e er on y) „ or 1 TDE adjustable steel strut V" Drivc Anchor, Part Number 59269 2 ea. 2x4 pressure treated wood for 'V' Drive Anchor connection. Note: PVC pipe cannot be substituted for wood on the 'V' Drive Anchor connections. D�WN nrrnnrcuu: 0 a) �I Metal Pier Sets ZONE I ' I ` Vector Dynamics Systems Required 1 1` for Single Section Homes Up to 72 (Materials Required) _ _ -' - <�o� ho s ems• v1de�%nes I ` I , sedvector s,Ste ma��a1 ,e Ole In � t SP 9� meor stattat�o� 10 EXampshoWs gees oe to o lltassrat^aspaoln9m \ d fou - 1 I ax.1YP• ` I ' � � max ocdYP• 34 h �^ Soil Classifications: 2, 3, 4A, & 4B 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 Vector Kit, 2 slotted bolts 2 ea. 1-1/4 x 12 ft. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member ZONE or 2 ea. 2 x 4 wood compression member �2 sq. ft. pad Home Length Vector Systems Required Anchors Required Per Side ' 0 to 72' 3 2 73' to 90' 4 3 ' Anchor and stabilizer plate combination NOTE: Vector Systems should be spaced as evenly as is practicable along the length of the home. 3 O WIND ZONE 1 - - Vector Dynamics Systems Required _ , _ _ " -' - " "`e Se�`��� sy am�a1 guide\\nes for Double Section Homes - - ' � " �2 It do abn9 tp1 VeNallon q EXa \e1 W -a ells s o home insla (Materials Re uiredl - - mP s 9 e ' . on m _ - - " 111us\c alnd Wacin9 - dation Pads_, F oun _ r - chi' � • - , - � � , � '" '� = ft• max. o.c. '�; , , _ -, i�°' - - �44 _ .j, Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per ;' - ' ' NOTE: Vector Systems should be spaced as evenly as the K2 Engineering test report. a : Is practicable along the length of the home. Wer spacing must be consistent with home manufacUnts' Installation instructions and/or state requirements. Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: None (marriage wall anchors may be required by home manufacturer) 0 C 2 sq. ft. pad Home Length Vector Systems Required 0to48' 2 48' to 71' 3 72' to 89' 4 Each Vector Foundation System requires • One Vector Kit, 2 slotted bolts 2 ea. 1-1/4 in. Iles, length will vary with pier height (4725 Ib. min. break), 1 ea. 4 x 4 pressure treated wood compression member or 2 ea. 2 x 4 pressure treated wood compression member or 1 ea. 3-1/2" or 4' nominal SCH 40 PVC pipe compression member or 1 TOE adjustable steel strut DOWN n N O 3 0) Co N O O J WIND ZONE 1 Vector Dynamics Systems Required VoP rasysCeR`s for Multi Section Homes _ - - " - " " �,� ,�; T ma�pa g 9t a rat sP (Materials Required) k. - ` and ` ° Pads I Fo u030 Soil Classifications: 2. 3. 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum ` WIND ZONE 1 NOTE: Shear wall, ridge beam support posts & marriage wall straps & anchors may be required by the home manufacturer. Vector systems should be spaced as evenly as Is practicable along the length of the home. A two foot variance + or - Is allowable at each system.Pler spacing must be consistent with the home Installation manual. \2 sq. ft. pad/ ' :dam.. r:`f�• QA ��. Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. Materials: Each Vector foundation system requires One Vector Kit 2 ea. 1.1/4 in. lies (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4- nominal SCH40 Pipe compression member or 1 TDE adjustable steel strut N Anchors Required Home Length Vector Systems Required Per Side Homes up to 48' 2 Vector Foundation Systems 0 Homes over 48' 3 Vector Foundation Systems 0 up to 52' Homes over 52' 4 Vector Foundation Systems 0 up to 76' WIND ZONE 1 NOTE: Shear wall, ridge beam support posts & marriage wall straps & anchors may be required by the home manufacturer. Vector systems should be spaced as evenly as Is practicable along the length of the home. A two foot variance + or - Is allowable at each system.Pler spacing must be consistent with the home Installation manual. \2 sq. ft. pad/ ' :dam.. r:`f�• QA ��. Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. Materials: Each Vector foundation system requires One Vector Kit 2 ea. 1.1/4 in. lies (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4- nominal SCH40 Pipe compression member or 1 TDE adjustable steel strut N WIND ZONE II (Hurricane) Vector Dynamics Systems Required for Single Section Homes _ _ (Materials Required}', --- - - - " - to se�t`p� o s1 tenUat guidelines- , p{ a �2 gat sP 9`09 eof 5 aUation ma EXamP1h0 S .0st be to ho ,n- - tttustfatt d spa°'n9 nt- -==--- I ads an - ' 1 undation P T 1 tai 'a i h, . ' 'NOTE: For single section homes 2 tt. max tyo -� r; ; _ - with eaves that exceed 6 Inches Ut � � - , , , _ `i �,. - In Zone 2, two additional frame tie anchors with stabilizer plates (one anchor and one plate per 1 '= side) must be Installed In additon to the number of anchors listed in the chart below. Maximum allowable working drag load for the Vector System with the steel Soil Classifications: 2, 3, 4A, 8 4B compression strut Is 3,150 pounds per the K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. t:7 WIND ZONE II (not to scale) W 7 00 N O C? 2 sq. ft. pad Home Length Vector Systems Required Anchors Required Eaves 6" or less Eaves over 6" less than or e ualto 12" 0to48' 4 4 5 49' to 60" 5 5 6 61' to 72' 6 6 7 73" to 84' 7 7 8 85' to 90' 8 8 g Vector Systems should be spaced as event y as Is practicable along the length of the home. Pier apacing must be consistent with home manufacturers' Instructions and/or slate requirements. Each Vector Foundation System requires One Vector Kit, 2 slotted bolls 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min, break). 1 ea. 4 x 4 pressure treated wood compression member or 2 ea. 2 x 4 pressure treated wood compression member or 1 ea. 3-1/2" or 4 -nominal SCH 40 PVC pipe compression membe or 1 TOE adjustable steel Strul Al 00 N 0 s o WIND ZONE II - Vector Dynamics Systems Required -Pr loll, hom ems ; +de���e�.�- for Double Section Homes - - double Sof Vector n cnan�a� 9�" (Materials Required) - _ - - - - " " " - �2 `� spa ctn9 lnstaNat Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. NOTE: Vector Systems should be spaced as evenly as Is prat the length of the home. Pier spacing must be consiste manufacturers' Instructions and/or stale requlrementi lid►-®����.a���� __:���0��:.� �.�� Soil Classifications: Soil Bearing Capacity: Anchors Required': 2, 3, 4A, & 4B 1,000 PSF minimum 30" with 4" helix anchor (59095), - 1-1/4" vertical lies w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side' 0to48' 4 4 49' to 60" 5 5 61' to 72' 6 6 73" to 84' 7 7 85' to 90' 8 8 Each Vector Foundation System requires One Vector Kit, 2 slotted bolts • 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break). 1 ea. 4 x 4 pressure treated wood compression member or 2 ea. 2 x 4 pressure treated wood compression member or 1 ea. 3.1/2" or 4' nominal SCH 40 PVC pipe compression member or 1 TDE adjustable steel Strut T a) (o co v f17 O E, O O WIND ZONE 2 Vector Dynamics Systems Required 3 Section Homes (Materials Required) Maximum allowable working drag load for the Vector System with the -steel compression strut is 3,150 pounds per the K2 Engineering test report.. WIND ZONE 2 .,Udej man ger 'o sbo Usk be to kt%XU�s and i oUnd0ton 98 ,- �® _ � � � •�' ,ems �� ��_ /i NOTE: Longitudinal stabilization Is required. Vector systems should be spaced as evenly as Is practicable along the length of the home. Pier spacing must be consistent with the home Installation manual. 2 sq. ft. pad Soil Classifications: Soil Bearing Capacity: 2, 3, 4A, 8 4B 1.000 PSF minimum Home Length Vector Systems Required Per SideRequired Homes up to 48' 4 Vector Foundation Systems 4 Homesover 49' 5 Vector Foundation Systems 5 up to 60' Homes over 61' 6 Vector Foundation Systems 6 up to 72' Homes over 73' 7 Vector Foundation Systems 7 up to 84' Homes over 85' 8 Vector Foundation Systems 8 up to 90' Materials: 'Anchors Required: 3/4' x 30" anchor (59095). with vertical straps Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. lies (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3.1/2' or 4" nominal SCH40 Pipe compression member or 1 TDE adjustable steel strut 9 VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS This Vector Dynamics Foundation system instruction is applicable only on homes set on soils classified as Class 4A 413, 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 Ver "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 24-39 350-549 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 413 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 One and Two Family Dwelling Code. 1 c off! Page 18 California 8/2001 I CDF FIRE SAFE REQUIREMENTS -f'-7D �- b � —0b'7d A%f�i A, M,!! � Y AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made apart 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 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other apparteaant 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. ALA 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius 1. No roadway shall have a horizontal inside radius of I 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. 2. The length of vertical -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 feet long with a minimum 25 foot taper on each end. ITN 1270.10 Width. All driveways shall provide a minimum 10 foot traf f is lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of .3--. r�q 4-)o-Vr 6� - 60D 4�91V 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 [�] 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 panels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from 411 property lines and/or the center 1' of the road. [�] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. 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 ba completed prior to completion of road construction �r fi:ial inspection of a building permit. Page 2 of 3 L.- 79 �- ► AP # PERMIT # Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves �f�;z,��,� /cis✓ NAME [1 If Building Setback is Less Than 15 Feet II 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 10k 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 3-, Date Signature Page 3 of 3 "!. f J t•ri YaYY..cr�rr..i.• APPROVED Butte County /�'/�/L'� , Environmental Heafth �rT'Ircnirental Health ' ,� .1 ! - �' y;` L V • ,� •` L r +tib , f - 1 { Series od', ° 44 MAR 9 U 2003 l Chico, CA OPTION TILITY WASH/OitT W V V "� E] ED r i ti l L� IIN N OPT. UTILITY B I(ITCHEN DINING ROOM BEDROOM A .�, .. 10•"4" _ � No.2 _ S R � Y t CORTfR — < ------ PT10N MASTER BATH = I PARTv to CATWORAI THRU.OUT • N I ssyn '• I I I I - � I i MASTER LMNG ROOM M BEDROOM 22'4" - - DEN No.1 ' 0,$• . I 10'-8" 13'40 I { INK- P202CT15226 3BEDROOM - 2BATHSr- CATHEDRAL'THMOUT (1,352 SQ.FT.) OPTION DEN _ _ I" RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 30 -May -2003 2003-0035230 Has not been compared with original BUTTE COUNTY RECORDER SPACE ABOVE THIS LINE FOR RErnRnF72 TIQr nWT v NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH INSTALLATION ON A FOUNDATION SYSTEM f 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. RODNEY NORRIS NETHERY, SR & EVELYN MAXINE NETHERY REAL PROPERTY OWNER/LESSOR P.O. BOX 431 MAILING ADDRESS MAGALIA BUTTE CA 95954 CITY COUNTY STATE ZIP 6200 CODY COURT INSTALLATION MAILING ADDRESS, IF DIFFERENT MAGALIA BUTTE CA 95954 CRY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CRY COUNTY STATE 22 03-0670 530 538-7541 G PERMIT NO TELEPHONE NUMBER \MGNATURE OF LOCAL AGENCY OTFICIAL DATE SKYCREST ENTERPRISES DEALER NAME (if not a dealer sale, write 'NONE") 91265 DEALER LICENSE NO. SAME —ter^'— COUNTY__ STATE ztP UNIT DESCRIPTION SKYLINE 2003 WOODFIELD/ P 202 CT MANUFACTURER'S NAME DAM OF MANUFACTURE MODEL NAME/NUMBER 17 -70 -0600 -R -A B 52'X 26' ULI54546 /6 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGALDESCRIPTION ASSESSORS PARCEL NUMBER AP # 064-700-045 SEE ATTACHED HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD PINK - Applicant GOLDENROD -Building Dept. BUILDING PERMIT NUMBER: 03-0670 Address or location of unit: 6200 CODY COURT, MAGALIA CA 95954 Legal Description of Real Property: AP # 064-700-045 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: RODNEY NORRIS NETHERY SR., & EVELYN MAXINE NETHERY Owner's address: P.O. BOX 431, MAGALIA CA 95954 INSIGNIA -OR HUD -NUMBER: L- -1545465/6— - SERIAL NUMBER OR V.I.N.: 17-70-0600-R-A/B MANUFACTURER'S NAME: SKYLINE YEAR: 2003 OFFICIAL APPROVING INSTALLATION: DATE: 5-29-03 PHONE: (530) 538-7541 H.C.D. 513C FOUNDA r BION � t SYST 1M,. 3 s t RT hCEIFICATE O PAN"CY .00CU BUILDING PERMIT NUMBER: 03-0670 Address or location of unit: 6200 CODY COURT, MAGALIA CA 95954 Legal Description of Real Property: AP # 064-700-045 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: RODNEY NORRIS NETHERY SR., & EVELYN MAXINE NETHERY Owner's address: P.O. BOX 431, MAGALIA CA 95954 INSIGNIA -OR HUD -NUMBER: L- -1545465/6— - SERIAL NUMBER OR V.I.N.: 17-70-0600-R-A/B MANUFACTURER'S NAME: SKYLINE YEAR: 2003 OFFICIAL APPROVING INSTALLATION: DATE: 5-29-03 PHONE: (530) 538-7541 H.C.D. 513C SCHEDULE C THIS LAND REFERRED TO HERIN IS DESCRIBED AS FOLLOWS ALL THAT CERTAIN REAL PROPERTY SITUATEDED IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: LOT 137, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARDISE PINES UNIT NO. 2", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 10, 1970 IN BOOK 35 OF MAPS, AT PAGES 71,72,73 AND 74. EXCEPTING THEREFROM ALL THAT PORTION MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT37, AND THE TRUE PONT OF BEGINNING OF THE HERIN DESCRIBED PARCEL OF LAND, THENCE FROM SAID TRUE POINT OF BEGINNING, SOUTH 0'20'58" EAST ALONG THE WESTERLY BOUNDARY OF SAID LOT 137, 18.84 FEET TO THE NORTHEAST �COUNER OF LOT 40, AS SHOWN ON THAT CERTAIN MAP ENTITLED, WOODRIDGE SUBDIVISION", WHICH MAP WAS FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 19, 1978, IN BOOK 66 OF MAPS AT PAGES 14 AND 15; THERECE SOUTH 8T'42'42" EAST98.75 FEET TO THE NORTHEAST CORNER OF SAID LOT 137: THENCE NORTH 77'00" 48' WEST ALONG THE NORTHERLY BOUNDARY OF SAID LOT 13 7, 101.38 FEET TO THE POINT OF BEGINNING. ALSO EXCEPTING THEREFROM OIL OF THE VALUABLE MINERALS AND ALL OIL, GAS, ASPHALTUM AND OTHER HYDROCARBON SUBSTANCE BENEATH TIMSIJREACE_OE1T3E_SAID-LAND.S-W-rTH-T iE.RIGHT T -0 -ND iE-AND EXTRACT SAID MINERALS AND ALL OIL, GAS, ASPHALTUM, AND OTHER HYDROCARBON SUBSTANCES, IT BEING AGREED AND UNDERSTOOD THAT IN ALL OF THOSE OPERATIONS THE SURFACE OF SAID LANDS WILL BE PROTECTED AGAINST DAMAGE AND THAT ALL OPERATIONS RELATED THERETO SHALL BE CARRIED ON FROM TUNNELS, SHAFTS, OR DRIFTO HAVING THEIR ORFICIES OF THE SURFACE AREA OF THE ABOVE DESCRIBED REALTY. AP# 064-700-045 "vivo 14:1,3 rAA 030 677 3443 RECORLINa nEQUESTED aY ^� ISIOW111, TTTLF & ESCROW CO Ilwn.. (-164142 -MLB AND WHEN lI.COROEo MAIL To �I N MR- d KRS. RODNEY M. NETHERY awe P.O. BOK 431 • 94e0i315 C., h f'-galia, CA 95954 J 94m00232%5 f Roe: Foo 9.00 AOA4 TAxeTArk,dENT9 TQ � 1 Doc 33. OQ Recorded I Check N,ma d�Y1OL41 Rocorde 1 92.00 SAME AS ABOVE County at I Hutto i Candace J. Crubbe I Recorder e 1 "• : am 00 18 -Jan -94 f 8WTC Mf) 2 ," • Oho -700 -010 -DDA Individual Grant Deed THIS FORM FURNISHED BY BIDWELL TITLE A ESCrIOW COMPANY [:IL' unuerslgncd gmntor(s) dcclare(s): - t)ncunwatnry transrer tax is $ } DD _ ( :;) computcd on full value of property conveyed, or ( ) computed on full vllue less value Or liens and encumbrances remaining at time of sale. ( s) Lnincorporatcd arca: ( ) nninsoreorar�cf arn� and i FOR A VALL'ABLC CONSIDERATION, rcccipt of which is!.creby acknow•Icdgcd, i (1101 F. U11,ICK, a married WOMAr, an her unle mill nepmretr property : herchy GRANT(,$) to ROCNEY MORRIS NETHERY, SR. 6 EVEI,YN MAXIINE NETHERY, as co-Trtlateos of tn+? RODNEY AND £VELYN NETHERY FAMILY 'TRUST, dated July 10, 1992 rhr following dcscribcd real property in the unir•,orpnrate0 C:ultllty of Butte . State of California: SFE LFGAI, DEForRIPTION ATTACHED HERF:70 AND MAPF A PANT HEREOF Da t ed ; ,laruaary 12, 1994 Mill G J C•Inmtyuf, } S�, (hi lufore inu, Ilia wlderxikncd, n Nutery Public m and for said Still* perwnullly up;,:•„n•d h,•r.-ulaliy i nuwrl it, nw (or prorod to me on Ute basis of anu~I�i,rp .•I civm"•) u1 he tit( 110(x011(►) Whose nntne(r) islure suaxcrihcd io IL'e within instnimenl and acknowledged In Inc Ihnl itcishchlicy execu10d rl r �nnu in hta/her/their authorized capncity(l0s), and that by 111.4hell L, it sigmtlur(s) nn the Instrument the persons) or the Phtity upon Iq hA h' pf w•hiell 111¢ p•lrtna(s) acted eRe CU10d the fnr.In4moot. N'11'NIiNS mf ilan:IInd orriclul&Vnl. Sipnaiurc,�e- ....r .-... (This arca furof(icinl nntnriiil *bili IAF nen-a i omrimfJ1 MAIL TAX STA"EMENT$ AS UIRECTEp •A80VE " " l� 003 ... ..-;.��'' � _ .. Jr$4'fl `eaMa7W�Asniro.aw.++na.w.n+,•... .....?`w.;r.••t;•r^c3• a UJ/10/03 14:14 FAX 530 877 3443 SCHEDULE C 94-02325 Order No. 3-164742 The lond rofcrred tO herein Se described as follows: All that certain real Property situate in the County of Butte, State of California, described as follows: Lot 137, as shown on that certain Map entitled, "PARADISE PINES UNIT NO. 2", whl.ch map was recorded in the office o,E the Recorder of the County of Butte, State of California, on Juno 30, 1970 in Book 35 of Maps, at pages 71, 72, 73 and 74. EXCEPTING THEREFROM all that portion more particularly described as follows: BUGINNING at the Northwest Corner of said Lot 37, and the TRUE POINT OF BEGINNING of the herein dveeribod parcel of land; thence, from said true point of beginning, South 0. 201 58" East along the Westerly boundary of said Lot 137, 18,84 feet to the Northeast corner of Lot 40, as shown on that map ofOtheiCountySubdivision" Butto,�Statewhich OfaCalifornia,woo filled In on Mny 19, 1979, in Hook 66 of Maps at Pages 14 and 15; thonca South 07, 421 42" L•cut, 90,75 foot to tha Northoast corner of said Lot 137; thanco North 77. 001 40" West along the Northerly boundary of said Lot 137, 101.38 foot to the point of beginning. ALSO EXCEPTING THEREFROM ala of the valuable mine -alfa and all oil, gas, asphaltum and other hydrocarbon substances boneath the surfaco of the sold' sande with the right to mine and extract maid minerals and all oil, gas, asphaltum and other hydrocarbon substances, it being agreed and understood that in all of thele opa ationg the surface of said lends will be protected against damage and that all operations related thereto shall be carried on frnm tunnels, ohafte or drifts having thea- orifices outside of the surface arca of the above described realty. „11.11, r TICOR TITLE s !.� r �r A�, ••1•t w. INSURANCE butta I . , r.• 11ru,uni T , 1794 �--- s .._...._ -Leiser u�0 �' I�s'o,.�u rn.�,rn.•,.Vlrou rl.l.�rrll,�•,,,III I,Ielmll„teldste�r .r , r , . r ,.Ill,.n It. In. o� 1h. r3a•, Ht . , . I„••,I r ��, II. tl,t. twluulfll wnuM naml,tt) �.--•--.. .. . _ •..� . • r r •« , ✓n :. I”, »,,mn InHlumint 110 I •• • ...rl q. r: 1.. .. , ,..,,r ll. thr flus ruturrdthr time • .r.. II s ,. •. •.r•/rd uha111'Ig1}. and Ina; oFir? « aP ft.. IlIt"Moo" IN, (WltOhfl•, ... of -hah 1nr Ilr,tnniq erne° 147Ntef hL,i7cm !,. !3rckor ,r,•.,,r.a•,r,•,Irr,«r•.LlurLdl END OF DOCUMENT Z004 U4/ L7/ LYJCJJ bb: �l 5.iF7:i4•Ly1 /4 CHICO BLDG SYSTEMS PAGE 02 • NUMBER'. • BUSINESS, TRANSPORTATION AND HIOUSING AGENCY 4,00-m"r ofDEPARTMENT OF HOUSING ANDCOMMUNITY OEVELOPMEMss DIVISION OF CODES'ANO STANDARDSMANUFACTURED HOUSING PROGRAM�'a►Nl1FA��l1RER CER�IFICAI�E OF ORIGIN A 1 IAIMCOO 13AOUPLIRGO•EN1ER pNN. MCn rerr jr THIS CAIE A T R D S NUMBER OF 2 �•yyA X7 F T O R T IT TRANSPORTABLE SECTIONS L.:T5F0 (SINGLE FAMILY DWELLING) MUMH (MULTI•UNIT •MANUFACTURES HOUSING Comm OCCUPANCY GROUP MANUFACTURER LICENSE NUMBER: UANUFACTURER NAME: ' 90002 SKYLINE HOMES INC SUGGESTED RETAIL PRICE: AANUFACTURER ADDRESS: 1720 EAST REAMER STREET WOODLAND CAM—% 9577617ie1 $ 67,115.00 WOODFIELD SKYCREST ENTERPRISES/COUSIN GARY'S HOMES 11LER OR TRANSFEREE ADDRESS: 13468 HWY 99 TEXTRON FINANCIAL CORP (SMW XENIA AVE SOUTH SUITE 300 SECTION MANUFACTURER SERIAL NUMBER TRANSPORTER NAME D 6 R TRANSPORT P202—CT 4/24/2.003 CALIF. OEALER NUMBER OR DATE OF TRANSFER TRANSFEREE DESIGNATION' 4/24/2003 CA 95973 Gpk4EN VALLEY to) 554162. NCD INSIGNIA OR HUD LABEL NUMBER LENGTH I WIDTH I WEIGHT 624_ 1 156 1 21 66 1 624 1 1 TRANSPORTER ADDRESS; , P.O. BOX 179 DURIIAM CA B"°°' 95988 DESTINATION FOR UNIT DESCRIBED ABOVE; Ch J 91ete �1 tNAME COUSIN GARY'S HOMES sheet 11468 HWY 99 Cibl )CO CA 5181 95971 z1 10""fy under P -Shy Of P64UFV under IN taws of Ute SIa1 d C8180 B that Vw eewe IacTe we We, end m�H; Eueouledan�l4/24/�nn� „ WOODLAND YOLO r ate) (Car) CA V (County) tate) SIONATUR F AUTHORaeg AGENT: ~ 18TH ORIGINAL (PINK) FORWARD TO THE INVENTORY CREDITOR, UNLESS THERE 16 NONE, THEN FORWARD 70 THE PURCHASER (DEALER OR TRANSFEREEI. COPY 1 ('SITE) FORWARD TO THE DEPARTMENT AT P.O. BOx 1028, SACRAMENTO. CA 95812.1828. NATHIN COPY 2 (Yl;t,LpYlq DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. FIVE (5) DAYS OF RELEASE. HCD de10 ; d _ COPY 3 (GOLDENROD) TO BE RETAINED BY THE MANUFACTURER. STATE OF CALIFORNIA DEPARTMENT OF HOUSING AND_COMIUNITY DEVELOPMENT DIVISION OF CODES ANO STANDARDS REGISTRATION AND TITLING SECTION STATEMENT OF•FACTS )is unit is.".a: Kn Mobilehome El Commercial Coach Floating Horne Truck Camper !cal (License) No.(s) Trade Name J Serial No.(s) /We, the undersigned, hereby state that the unit described above: Md -Y b P)ace-d on a-, permanvw\.+ 0* Lt M,�L+ J� 0 ,ffiant further agrees to indemnify and save harmless the Director of Housing and Community )evelopment, State.of..California, and subsequ6ht.purchasers of said unit, for any loss they lay suffer resulti.ng from registration of the above-described unit in California, or from :ssuance of a California certificate of title covering the same. :/We certify under"penalty of perjury that the foregoing is true and correct. :xecuted on at ► GQ ��' e (City) (State) Signature of each affiant Add City HCO 476.6 (Rev 11/86) Printed name of each affiant C0LkS l 0 C a4l" I40 r" State <5® Building Permit Number: 03_ a 5'F3 Owner Name: Me l--�7elry-, Residential Construction Requirements IMPORTANT << This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW Your parcel. lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate F will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with.a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit. automatic entry and exit of floodwater. Page 2of 2 Building Permit Number: Owner Name: Efl Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. 0 Fire sprinklers are required in this structure. The following parcel map requirements shall be met: All structures and a pment including overhangs shall be clear of all easements. A setback of N e t from the side andO M'ee't from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the'right of way shall be clear of structures and equipment except for a 2 foot overhang. Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. IV CD p �. ad� as NOTE: See the attached -Ral9eriki ou Reguirements — Paoes Q1 S z +'L L :3 n lIZ3- p �U o 1 o o r 13 E COUNI i UILDING ®EPARTN — Lj > -O v d 4 P P R V FZ5oo�� O Cl� o -i d `D 2: n U Q V LONG'FELLow LUMBER CO. INC. Quality Truss Design • Roof & Floor Systems 89 Loren Avenue • Chico, CA 95928-7434 Phone (530) 893-0112 • (800) 678-0112 Fax (530) 893-0140 E -Mail: trusses@longfellowlumber.com Customer: Thornton Const. Address AP#: 6200 Cody Ct. Iva Ma glia � � . 9 G) '13O'� Job No: 14x40 ENGINEER Mitek Industries, Inc. Redong (Ray) Yu 7777 Greenback Lane, Suite 109 Citrus Heights, CA 95610 (916) 676-1900 APPROVED INSPECTION AGENCY Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 Q W W -FF BUTTE COUNTY BUILDING DIVISION PPR.GVED LONGFELLOW LUMBER CO., INC. Loren Avenue I nornton Const. 62UU Cody Ct. Chico CA 95928 Name: 14 x 40 Address: 6200 Cody Ct. ° p cody08O4 City: Magalia Telephone: (530) 893-0112 State: CA Fax: (530) 893-0140 Phone: Scale: Not to scale Date: 8/4/08 Drawn By: GDA ___ Ix4 CONT BRACE AT BRACE MEMBERS LONEER THAN 12' ATTACH AT MIDPOINT OF BRACE IN 2-8d NAILS GABLE END STUD 2x4 HF 5TRONSBACK (TAIL TO LED6ER NV IOd 0 12' OLJ — 2x4 HF LED6ER (NAIL TO VERTICAL NU IOd NAILS) '- -A35 BRACE TO FLAT rr----H-3 AT 48' O.C. _ X. Q NOTE: THIS DETAIL MAY BE USED FOR T14655M WITH PITCHED BL. ALSO. (0) OPTION TO WEB PLATING, U9E (3) - 2' WIRE STAPLES (0072 DIAJI5 CA) TOENAILED THRI) CHORD INTO WEB l 1M NEB INTO CHORD ON ONE FACE FOR A TOTAL OF 6 STAPLES. (PI). (50 ! (HI) MUST BE PLATED. 2xb DIA60WL BRACE o 48' OL. tx4 awl. 91r OA MAX UPBRAGED LENGTH OF &ABLE END STUD. (2x4 FIR -LARCH) - STAWARD = 5'-11' - 01 AW BTR LU LLI z (L r CL �r s ca TC DL 15,6 PSF NOTE: CABLE END DESIGN BASED BG W LL PSF LL OA PSF ON 15 MPH KND, EXPOSIJRE B' TOT1D. 50A PSF AT 0-25 FEET MEAN HEIGHT. DURFAC. 1.15 TYPE OF .JOB DETAIL JOB NAME LowyFe Low LwBm CITY, 5TATE CHICO, CALIFORNIA Date: I0-18-02 Gary Hawkins ARCHITECT Drawn: AK (530) 892-2700 Job no.: 02-11 1370 RIDGEwOOD DR., STE.10 FAx:(530)8930532 CHrco. CA 95973 garyarchmsbcglobalrnel _ r J i Tp "', Re: codyO8O4 Cody Court MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 9161676-1900 Fax 9161676-1909 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Longfellow Lumber. Pages or sheets covered by this seal: R9835596 thru R9835596 My license renewal date for the state of California is June 30, 2005. August 7,2003 Anderson, Bob The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1995 Sec. 2. Job Truss Truss Type Qty Ply Cody Court BCLL 0.0 BCDL 7.0 I R9835596 CODY0804 Al QUEENPOST 19 1 DEFL in (loc) I/dell Plates Increase 1.15 (optional) Longleuow LUnloer l.o., Inc., l.nlco, t.A uo7Lo-i4J4 4.LV 1 On I b Vcl 1 / LVV4 IVII1 eR InOUb Uleb, IM. vvcu mug vo i o.- r / 4VVJ royc i u1 N -2-M I 3-10-14 2-" 3-10.14 3-1-2 3-1-2 4x4 = 4 14-0-0 I 1 3-10-14 2-0-0 Scale = 1:29.3 LOADING (psf) TCLL 49.5 TCDL 10.0 BCLL 0.0 BCDL 7.0 3x8 = PLATES GRIP M1120 220/195 Weight: 57 Ib LUMBER BRACING 7-0-0 TOP CHORD 2 X 4 DF No.1 &Btr-G TOP CHORD Sheathed or 4-7-6 oc purlins. 14-0-0 oc bracing. 7-0-0 WEBS 2 X 4 OF Std -G I REACTIONS (lb/size) 2=1167/0-3-8, 6=1167/0-3-8 7-0-0 SPACING 2-0-0 CSI DEFL in (loc) I/dell Plates Increase 1.15 TC 0.83 Vert(LL) -0.07 8 >999 Lumber Increase 1.15 BC 0.46 Vert(TL) 0.10 1-2 >249 Rep Stress Incr YES WB 0.22 Horz(TL) 0.03 6 n/a Code UBC97/ANSI95 fIW 1 st LC LL Min I/defl = 240 using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, PLATES GRIP M1120 220/195 Weight: 57 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr-G TOP CHORD Sheathed or 4-7-6 oc purlins. BOT CHORD 2 X 4 OF No.1-G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 OF Std -G REACTIONS (lb/size) 2=1167/0-3-8, 6=1167/0-3-8 n� Max Horz 2=7(load case 5) _N Max Uplift 2=-39(load case 5), 6=-39(1oad case 6) V/ z> Max Grav 2=1337(load case 2), 6=1337(load case 3) LL6 FORCES Iib) - First Load Case Only TOP CHORD 1-2=36, 2-3=-1952, 3-4=-1394, 4-5=-1394, 5-6=-1952, 6-7=36 Q BOT CHORD 2-8 =1839, 6-8 = 1839 { WEBS 3-8=-552, 4-8=487, 5-8=-552F% NOTES Z Q_ 1) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, fIW using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches ' exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 �. 2) Design load is based on 49.5 psf specified roof snow load. 3) Unbalanced snow loads have been considered for this design. 4 O h ) ver ang has been design for 2.00 times Itve load + dead load. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASEIS) Standard QRpF ESS/p q C 17180 L * EXP. 06/30/05 * lS� CIV11 ��P q f OF CAO\ August 7,2003 Warning - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE —�O Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component to be u' nstalled and loaded vertically. Applicability of design paramenters and proper Incorporation of component is responsibility of building designer- not truss fesigner. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the -esponsibilllty of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance agarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -99 Quality Standard, DSB-89 Bracing Specification, and HIB -91 candling Installing and Bracing Recommendation available from Truss Plate Institute, 533 D'Onofrio Drive, Madison, WI 53719 MiTek:"' Te k Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each 14' TOP CHORDS other. t/8 ♦ cs ca p c, JS �� 3 O 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. U �� U 4. Unless otherwise noted, locate chord splices �e U U O CLO at 114 panel length (± 6" from adjacent joint.) • For 4 x 2 orientation, locate C8 BOTTOM CHORDS C6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1/8" from outside edge A J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 'This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 9. Lumber shall be of the species and size, and 4 x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required continuous lateral bracing. WISC/DILHR 960022-W, 970036-N NER 561 unless otherwise noted. 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING TTI' Indicates to 5 itj r� mat C which beari suppgqrts) gc--cufj. IVISI i 1 ` 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, AMPRO E—E 0 erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION: ACAUTION identifies safe operating prac- tices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the responsibility of the ins taIle r(builder. building contractor, licensed contractor. erector or erection contractor) to properly receive, unload, store, handle, install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superiorto the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses fora particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood truss CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is ad - Avised to obtain and read the entire booklet "Com- mentary and Recommendations for Handling, In- stalling & Bracing Metal Plate Connected Wood Trusses, HIB -91" from the Truss Plate Institute. DANGER: A DANGER designates a condition where failure to follow instructions or heed war`s- ing will most likely result in serious personal injury or death or damage to structures. 1 WARNING: A WARNING describes a condition where failure to follow instructions could result in severe personal injury or damage to structures. O TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833-5900 - www.tpinst.org industry, but must, due tothe nature of responsibilities involved, be presented as a guide forthe use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections Ashould be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. TRUSS STORAGE CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. ACAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral bending and lessen moisture gain. AWARNING: Do not break banding until installation begins. Care should beexercised in banding remov- al to avoid shifting of individual trusses. JA WARNING: Do not lift bundled trusses by the bands. Do not use damaged trusses. JA CAUTION: Trusses stored vertically should be braced to prevent toppling or tipping. ADANGER: Do not store bundles upright unless properly braced. Do not break bands until bundles are placed in a stable horizontal position. ADANGER: Walking on trusses which are lying flat is extremely dangerous and should be. strictly prohibited. I.N1 Frame 1 -MONO TRUSS TOP CHORD TEMPORARY BRACING SPAN MINIMUM PITCH TOP CHORD LATERALBRACE SPACING(LBJ[#trusses] CHORD [DIAGONALBRACE CING(DBS) F SPF/HF U to 24' - 3/12 1 8' 1 12 Over 24'- 42' 3/12 I T _IL_l 1 10 1 6 Over 42'- 54' 3/12 1 6' 1 6 1 4 Over 54' See a registered professional engineer Note: Bottom chord & web member temporary bracing also required - refer to Frame 4. OF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir ryaOOg 0 Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle together and cause collapse If there Is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins ?Q are attached to the topside of the top chord. Dr/eSS Viewphotos of a properly braced roof system at www.tpinst.ora underthe "Publications" link. PLUMB 12 3 or reate All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required / 10" or Greater `/ r �45e Attachment Required J WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A INSTALLATION TOLERANCES D(in) I I I Truss I D(ft) 12" Depth 1' 24" D(in) 2' 36" I I Lesser of 48" 1" D/50 or 2" t 1/4 Maximum Plumb Misplacement Line INSTALLATION TOLERANCES D(in) D/50 D(ft) 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1" 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 1 -XV T %1, 2" 8' 108" 2" 9' OUT -OF -PLUMB INSTALLATION TOLERANCES BOW Length L (in) ........................ .................................................. T ±1/4 Lesserof 1_/200 or 2" L (in) L (in) T.......:::::::::::::::::::::::........ t'/a Lesserof U200 or 2" L(in) U200 L(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' L(in) L/200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT -OF -PLANE INSTALLATION TOLERANCES DANGER: Under no circumstances should A WARNING: Do not cut trusses. A construction loads of any description be placed on unbraced trusses. Frame 6 2x4/2x6 PARALLEL CHORD TRUSS TOP CHORD TEMPORARY BRACING DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir B J The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. All lateral braces lapped at least - two trusses. Top chords that are laterally braced can buckle Continuous together and causecollapselfthereIsnodiago- nal bracing. Diagonal bracing should be nailed Top Chord the underside of the top chord when purlins Lateral Brace are attached to the topside of the top chord. Required View photos ofa properlybraced roofsystem at www.toinstoraunder the "Publications" link. 10" End diagonals are essential for stability and must be duplicated on both ends of the truss system. =45° Attachmei Required '20'(D@s) 10 Trusses SPFMF ? O.C. �e55 9`Z of WARNING: Failure to follow these recommendations could result in A A severe personal injury or damage to trusses or buildings. 4x2 PARALLEL CHORD TRUSS TOP CHORD TEMPORARY BRACING Top chords that are laterally braced can buckle together and cause collapse if there Is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. View photos ofa properlybraced roofsystem at www.toinst.org under the "Publications" link. All lateral braces lapped at least - two trusses. =45° End diagonals are essential for stability and must be duplicated on both ends of the truss system. Frame 5 Continuous Top Chord Lateral Brace Required 10" or Greater Attachment Required 30" or greater Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. TOPCHORD TOPCHORD DIAGONALBRACE MINIMUM LATERALBRACE SPACING(DB,) SPAN DEPTH SPACING(LBJ [#trusses] SP/DF I SPFIH Up to 32' 30" 1 8' 16 10 Over 32'- 48' 42" 1 6' 6 4 Over 48'- 60' 48" 1 5' 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir B J The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. All lateral braces lapped at least - two trusses. Top chords that are laterally braced can buckle Continuous together and causecollapselfthereIsnodiago- nal bracing. Diagonal bracing should be nailed Top Chord the underside of the top chord when purlins Lateral Brace are attached to the topside of the top chord. Required View photos ofa properlybraced roofsystem at www.toinstoraunder the "Publications" link. 10" End diagonals are essential for stability and must be duplicated on both ends of the truss system. =45° Attachmei Required '20'(D@s) 10 Trusses SPFMF ? O.C. �e55 9`Z of WARNING: Failure to follow these recommendations could result in A A severe personal injury or damage to trusses or buildings. 4x2 PARALLEL CHORD TRUSS TOP CHORD TEMPORARY BRACING Top chords that are laterally braced can buckle together and cause collapse if there Is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. View photos ofa properlybraced roofsystem at www.toinst.org under the "Publications" link. All lateral braces lapped at least - two trusses. =45° End diagonals are essential for stability and must be duplicated on both ends of the truss system. Frame 5 Continuous Top Chord Lateral Brace Required 10" or Greater Attachment Required 30" or greater Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. AWARNING: Do not attach cables, chains, or hooks WARNING: Do not lift single trusses with spans to the web members. A greater than 30' by the peak. S MECHANICAL Aor6o,eoss INSTALLATION J&�k 11. Approximately Approximat ly\ / 1/2 truss length 1/z truss length \ Tag Truss spans less than 30' Tag Line Line Spreader Bar, Toe In r Spreader Bar Toe In Approximately 1/2 to % truss length Less than or equal to 60' 1/2 to 2/3 truss length Less than or equal to 60' Toe In Toe In Tag Line Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight ofthe truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Tag Line At or above mid -height Tag Tag Line Line Strongback/ Spreader Bar 2/3 to 3/a truss length Greater than CAUTION: Temporary bracing shown in this summary sheet is adequate for the installation of Atrusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses DSB-89, and A ° in some cases determine that a wider spacing is possible. GROUND BRACING: BUILDING INTERIOR 1.1 truss of bra group of truss End brace (EB) Frame 2 GROUND BRACING: BUILDING EXTERIOR Is e 12 —_� 4 or greater PITCHED TRUSS TOP CHORD TEMPORARY BRACING SPAN MINIMUM PITCH TOP CHORD LATERALBRACE SPACING(LBJ .a TOPCHORD DIAGONALBRACE SPACING(DBs) r#trussesl SP/DF SPF HF Up to 32' 4/12 8'20 15 Over 32'- 48' 4/12 6' 10 7 Over 48'- 60' 4/12 5' 6 4 Over 60' See a registered professional engineer Note: Bottom chord & web member temporary bracing also required - refer to Frame 4. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 Continuous Top Chord Lateral Brace � trusses. Required 10" or Greater Attachment / Required C'r 32 of rase Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. View photos ofa properly braced roof system at www.tpinst.orgunder the "Publications" link. AWARNING: Failure to follow these recommendationscouldresultin severe personal injury or damage to trusses or buildings. A a SCISSORS TRUSS TOP CHORD TEMPORARY BRACING Note: Bottom chord & web member temporary bracing also required - refer to Frame 4. DF = Douglas Fir -Larch SP = Southern Pine HF = Hem -Fir SPF = Spruce -Pine -Fir Continuous TonChnrd Lateral Brac Required 10" orGi Attachmen Required Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. View photos ofa properly braced roofsystem at www.toinst.orgunder the "Publications" link. All lateral braces lapped at least 2 trusses. Frame 3 M145o TOPCHORD MINIMUM TOPCHORD DIAGONALBRACE PITCH LATERALBRACE SPACING(DBJ SPAN DIFFERENCE SPACING(LBS) [# trusses) SP/DF I SPF/HF Up to 28' 2.5 T 17 12 Over 28'- 42' 3.0 6' 9 6 Over 42'- 60' 3.0 5' 5 1 3 Over 60' See a registered professional engineer Note: Bottom chord & web member temporary bracing also required - refer to Frame 4. DF = Douglas Fir -Larch SP = Southern Pine HF = Hem -Fir SPF = Spruce -Pine -Fir Continuous TonChnrd Lateral Brac Required 10" orGi Attachmen Required Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. View photos ofa properly braced roofsystem at www.toinst.orgunder the "Publications" link. All lateral braces lapped at least 2 trusses. Frame 3 M145o e • 12 4 or greater =45' Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. BOTTOM CHORD TEMPORARY BRACING SPAN MINIMUM PITCH BOTTOM CHORD BOTTOMCHORD DIAGONALBRACE LATERALBRACE SPACING(I)Bs) SPACING (LB) [#trusses] Up to 32' 1 4M2 15' 1 20 1 15 Over 32'- 48' 4112 15' 1 10 1 7 Over 48'- 60' 4112 15' 1 6 1 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir /05 4,%V All lateral braces lapped at least 2 trusses. BOTTOM CHORD PLANE A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Frame 4 Temporary cross bracing at each end of the building and repeated at WEB MEMBER PLANE L C B.S44., ?osr 8fls 9 1 1. ti 9 1 Distance 4 Distance 3 Distance 2 Distance t I _._. r > 1 . i - (F (E) (D) (C) {8j i ... •.• `► 1 I (A) ..+. t. s t 1 >s • I I i I L� • •� i t 3 1 Ridge e t •� Sa Or - 1 M PP is MODULEOO F TING WIDTH SPACING 111-101, 61.0" 12'-10" 6'-0" 13'-6" 16--0- 131-10" 5' - 0" 14'-10" 5'-0" 15'-101t 4'-6" t.. min•♦I Avvvos. n--- - w mitt• it U ' /f t;A1L1 4 give Nnj �1..�(�1 f .b • . t W 4' f •!. ' S;' s • f •f • '• a '„ ! •� • ! i• L •; t 2 L t 1 : • ,. 'T•• ..: , Ct:•C. •a • • . \ ' t•Yiftt•Ce C nC. rig. .: When CI Deep Continuous yrros.sel Chart Is Used _ N•1•: M T H 1 M .' t tv►••tts yrHwe • eve ,t " » Ot 3 Piers v/04 D tMkeOn Lest : • i I 20 se. voile•--- s.• ch.rt - 20 su a I .o ... - Se• Chart I• f . .�R•unt Alt. 24 Round n fAt . t2 Wits a •u Att.12»Wttx 11" = tI tic t 1 t?•fro n Castt u♦us w w tE Oa Continuous tL!Ke•t w/Chas is e•ee0 iMarNttt wChos:h S set ►er z scam .seam w - .1 t 1 t wC L C 1 _ . • , ::,., • L„ 1i t •......r...,.1 QDistance tx Distance it Distance {0.. ... of.:rwl.a..n..c•_e 9. .. Distance tI t1 ALT. CHASSIS AND RIDGE BEAM SUPPORTS SECTION D_ D MULTIPLE RIDGE BEAM SUPPORTSDi: _bith End n.t:• i M 1 t Iii, . _•:•�. . : ,.•0aeS,•. .�.�...._,.fIii1tI1I . Ititi1ittt • i i t1f11i IIi4 itiII l •.w ww _row w•www1. -••w❑w_�wwwrw�•r www�w._-•.rww..• w •_ wr ww ww•�w. w.r •.. .r. ._ ... ..._• _ .__ I(III __.......... wI�1tIt wr/it1 � O u - P. _Exti in E x t. s r t r n E 1watI Anchor Boit:. � : .. • ...••. , ... .. N_ A Ml_ e al r it . .1 Joist _SeeEndwail Anchor Bolt Chart/0".-Floor Rid • Boom frim r Supports-• For Number Of Bolts R• ed. �Alotng Endwail 1 ..�� _ , U-R:E• . Alt sO • 74••/ PGtGt. Tas •(cm .I i. n. ,)Se Chart at C ac.- 4 P. F•1d trs7J1e (Min.) 2Dik/p {When Necess•rY�. 1Perimeter Of Hardboard rNarfi ann•t N•1t t RIM •ts! w/!sd at 1c1O.0 PIfWd6 min.. . Double .-�>w• .. .. ,. • • t ,r � .., .. ► : t N �tiG G J .sOr t �le Er !tz GC1C oItJs«(Mtn.i 1aA Rat•d 2 x4 Y•i �1 tNei! •e1kt. •r _rru M wd. sheathing RIM w/tCd let t6u0.C. Noll wJ:d s e s O.C. Edges r. ww 1x4:.t Ic ac. acs (Gaty) @ 1z 0. 2 4 Pre i sK s JuONre I i T re a ed Fa undatian Grad•c. 2 O.C.O.C, fl•fr t=.x10 A• . at r ow O.C. !d s (GetsO, . wi Lumbst OHO W *(So* Prez: .Tra•d Ln b•- r ates) st at C 0C.B -YTaal Chassis Supports- xx2x3/11•Waeh•51S«o x 10 as.Fouation Ready Units 2x1 P.T.!L .2" x 2"x 3/16.Washar {Studd at 16 0.0 Mutt Ha • P�orsPlaced See Details C•nc.StemWoll Opt. Hct _ _: �Wit n 2 - Of None=•i Endwaits c� 11 frs.•t £ttiSiint•n instill Y er K wi N trt Renet1 ti/tt •t i 0C• UNLESS SIDING is NELOMcKIsc• Gcn•tNNekc 1 Vent Placement at Corner: Typical STANDARD OPTION BACKFILL OPTION 3i • i Anchor Boltss Ventilation OfEnd alI Anchor 8oats: A PtausdeVaries Set 4 xs•eEn wall Anchor ( f0A.B. at Varies t S . Ft. Each 130 Ohart or Number Of Dolts f: tMaY 0r ay 0 wo.c. {max.) S .Ft. Of Underfloor NS" May Or May Not ISl0EALL 4f R• d. Along Occur Depending On Model) AreaOccur Depending On Mod•1) his Foundation Plan Is For A: IF HORIZONTAL LAP SIDING IS TO BE, INSTALLED ON 2HEFOTNDbTION Fi�OUN0DArT4I.O�N WALL LL .V I G/.� * -Double Wide Q.Trl !e Wide UNDER.LA�u�OF MINIM 3/8t= 1 PA d!..s a••� .• ,RPTED SHE�THING. T24/0.EXPOSURE 1♦ SALFIRST BE INSTALLD ::nt -Fietr detll LJ AD FASTENED TO HE STDND PLATES AS SfWN THE DETAILSI0UNDAT10NPLAN SAID sHETHINc SHALL BE INSTALLEDONENTIRE PERSlETER s eaor wort Trim seN.=•blar ' WALL. a .. . T : • � N:%.rl. �. -•--.. _ _ _ , to at 4 1rC. Fn1. R,ety e « -- ..... 1'miI1.I-- 6. min - .. _ T AL A L iVIFG'D HOWS.OVER ; - Fatr lettait 7!t• . IMtn.t; • . . _ ,. !' a Wall HaMbanl ar S 1t'E}II' IN LENC,tTi1; SHEATH . End W Anchor Botts for Wind Loading Harltfaeend, :114 T• get Iwi,e Pbr"lf►t!••-.:.• .. 9 i >• .,Net t a 111 ac � • t l s1I s ♦ : ► IMtn.l APA Rataet n ,. i O 12 O.C. /C 1t:d PRESSURE TR .�w.w..•w ►. rieil a4 � .:Ia p�, . INSIDE oi= STCJDs OR .. � r for +� IV iG� TREATED a0 MPH EXP. C end Roof Snowlaa�tds , . '' M wd. a , . . a t s IQaty. : Y hasUetn t f O 4 O.C. .. • . 2 x 4 ttT. ittt ►bte Ridge Beam Loads And Distances To Support Locutions Are :+.: UNDERLrAY:EXTEATORM • , ' ; Loss Than 35 PSF pP tl Obtained From N.0 WIN'S 4 o.e: Ea ..: C•n..afnl w t A h.c•. rn x 10 A.te. +e< . 2 LUMBER NOTES: a_1, .I, it. M, , . • x4 Pressure Treated Foundation Grd. t:umb•r O:4Ott;l>F The M f t sd H C .�' HAItDBbARD 2 look Where lumber is cut after treatment, the cut ;.�.► surface •shots be brush -coated with not I•:: than 3 percent solution of the some preserv- ative used in the original treatment; or sholl be field treated in conformance with AWPA standard M4-eO using a 5% solution of pentochloro he P �, copper nophthenote containing a min. of a 2'/• copper metal, a 3% solution of ACA, CCA t es A It ov C 5•/ t I C Length of Home No. of $18" diam. x 10" A.B. W/2" x 2" 41W Washer " t••ttnt N:• 1•r e•tt 1000 1500 '3 00 0 40 6 50 7 60 9 70 10 80 12 7 000 yp � • io art an of F AP Or • Max Spacing oil Anchor oasts is s' • 0" O.C. ACC, or creosote in conformance with AWPA standard M4-80 paragraph 1,511, Endail Anchor W An h r Bolts for Roof Snowtoitds Over 35 PSF and to So PSF Max Fa:tsn•rs •hail b• stainle:: sloe{ or hot -dipped galvanized. Hot -dipped zinc coated nails shall be coated after manufacture to their final form including u 9 pantinge hooding, threading or twisting, as applicable. Electrogalvanized or mechanically plated nails or staples, and hot - dipped PF stns coated staples shalt not be permitted. Staples, • i P les p , where permitted ttsd under this`orportI shall be stainless stool types 304 and 316 as Y defined b the AISI ctas►Ysif'cati Length No. of 5/8" diem. x 10" A.B. of Home W/2" x 2" x3116" Washer " 40 50 rQ 60 01 70 144 80 RIDGE BEAM SUPPORT FOOTING SiZE ' LOAD t••ttnt N:• 1•r e•tt 1000 1500 '3 00 0 11 •e 20 24 x I• Ie I 2 x24 4 00 o 24 S. 8 x 24 5,000- 2411X 32 20 x24 6,000 24"06`24'. 7 000 28 x 36 ___24"x&'_ -SCI. I 61000 32 x36 24 x32 9 000 36 •s . 24 x36 10,000 36•x40il- 28 x36 11,000 36 x44 30 x36 -121000 36"X48" 32 x 38 gnu aC ur om• Span hart. 12. o.c. Aeaet . w ..,: K.. SIDYN4 WI'1MWO i x 2 x 3/111 wash d .. a . sag Endwali - _.. ' , .• L (See Pr•ss•Treated Lumber Notes)(8tuds at I6 o.c. �is�� x to• i►s::< s � 4 ft•tir: ca+'t.twrlf.lcce. 'APARATED S � , .. , .t x:. � ) ---- y ,r . TED IiEATFIINO Zd/0 2"x 2•x 3/11" W,aefier. ' if trtflt ' ; Anchor salt t i y • 4:t See Anchar'selt Chart : •� r M. 1 P�Il+1i. W/ 6d 4" O.C. Chart For 1� ;� . , ;; i • ' l� t'�f• •Far Na. Of salla : • . ,• AT ALL coNTACTS. ' Ntttellrer skis f: , � { • . Ill • .. Ra Rosiest. rael •� __�2"� � x4 Rc►.r Ven..t �•"Ac.(wn�n tics. --� Cvt 2"Ott setttem at f_ "� A O,.f1 Etil. siding Alit M,teri Roller Cfn't. 2 t r.M West !to. Reneit w/44 at 4 O.C. {see N•Uact . STANDARD FOUNDATION -READY OPTION • BA•CKFIL:�FOUND AT -ION ...READY ..OPTION ift•Itn, E.lutu Sflily-+•.�..�,,,, FUN AIaIM. flNr Jeiti Q.t'i t! ir'I�I• fir 3 -!41 ,� t3►tG+= I� Opts 2 Mt of WN Tttm e *y , •r � oc See Note s,Ur - Dist 6 F Dist 5 ` Dis 4 t. `�'---D-- Dist. 3 �' C Dist. 2 Dist. i �r-•-•-6•----. _ 11.1 4"0•C. ' •/ •112 O;C. r • aw tnw Vets • • , R" .---- s f u t .= t ac Atr•cn re t:nt M,la►ir r/2 t t0 S•t:S. q., AT ALL IwiF aD HOMES OVER __ Alt, 7/16 tt • • 6 m in. min. '�''� { ) •. O t B E3 , , Hadho aN •r ttareMpannd, ... _ . [ SO FEET RN LEI+C SHEATH 2 a 4 Up Plato Alf ct► r/2 1<et0 Y �THs a~ s t- P �' -n T. .---�-•-•DtT� a t sN r t F f fit CN �O CItD Nrtt�ttt 1 a ' V✓ O .3 • ti In eel ( n.l g Rath • N wfr. t:hastMry � : . ►en retl•2a4', •t ifs Qc. 7 t 2 i 4 Itt till t lets INSIDE FIACE OF STUDS OR UNDE1tL•AY THE EXTBttIolt f ,, • _ N Ii / W 0-ill �Atft f: DI:L 12 Di:t. it � ,, Diti .10 ti Dia. 9 � ,, Df:it.8 Dist. Hitch J �.'•w.e it Neil W!a•F s O 4 O.C. as, w r a t2 O.C.R.ul .--y--.�•••,.�' '.: �e.w.r_ __: _ _ .. - C•nC.ShtaWll All. �� ITI-��••wiw .•...__ uw. 2"x 2•x 3/11" W,aefier. ' if trtflt ' ; Anchor salt t i y • 4:t See Anchar'selt Chart : •� r M. 1 P�Il+1i. W/ 6d 4" O.C. Chart For 1� ;� . , ;; i • ' l� t'�f• •Far Na. Of salla : • . ,• AT ALL coNTACTS. ' Ntttellrer skis f: , � { • . Ill • .. Ra Rosiest. rael •� __�2"� � x4 Rc►.r Ven..t �•"Ac.(wn�n tics. --� Cvt 2"Ott setttem at f_ "� A O,.f1 Etil. siding Alit M,teri Roller Cfn't. 2 t r.M West !to. Reneit w/44 at 4 O.C. {see N•Uact . STANDARD FOUNDATION -READY OPTION • BA•CKFIL:�FOUND AT -ION ...READY ..OPTION ift•Itn, E.lutu Sflily-+•.�..�,,,, FUN AIaIM. flNr Jeiti Q.t'i t! ir'I�I• i On. a - " , .. 1 n f v l t i tri ] (?ao•• 2"x 2 x 3/t♦" Washers+ . I, W,11 �a r. a�na:a:a+ �au:narwvv,rnrv. sec -suvN�bt. .; s st (See Presi.Treated LUrtl�er NOte:)(Stgd: of t6" o C, Max. spacing of Anchor Softs is s 0 O.C. w t, ., , „ �W90 ih 1' V. ) See Anchor soft C,, , w EXP I. hgAEL W/ 6d @ 4 U.C. 1 - . .± • 1 • Q get ,, , •,.. L _ A ftp 1 •u .. r t For i lllif HOMES OVER 6 F N.. of t 4 0 � LENGTH WITH AT ALL CONTACTS.:, thf : A ROOF .. - n F ... R � • : .. t f Er'R • f SNOW OW OAINGOVER 3SPSF RE URE : « t .w " � - �.: 4 Rf of • 1) ► tt.at 4e C. ..i: C 2011 Off est. 0 m t CA ISI. 3 3 tf O Ws z6P ►. P.T.T SII, tt.�s .r .. L u, PLATES t w e r _ sit tntt•lCow l.# t x • u et .: IM tthM TiT y _ 4 Rf u Cen t. 1 • I uv t e14 O.C. , • OSTANDARp NON FOUNDATION READYOPTlON BACKFILL NN FOUNDATION DATION .READY OPTION , k .' .. r cc �E N!D LWALL CUU RE":OPTIONS) EtExitrt r SECT ION , - _ fMN Install 2 her S•• • . Closure' • 2" Mtn• so• Neta Ml•w too D•tall wM • taN CN su►• w min. - • . is t1:xMtt•t sicltn .. -. t • . Mate ! , �+•.� Se• 310twell C G GENERAL IND. : NG.-INEER. ....APPROVAL w tt itswn ES._STA •. ►Wrftn Fir UvNtn T ik tt,�.w_�. r min. 4 Calif.; „ .. . i^Ms. 1 % �! " % I. THIS FOUNDATION .. s PON t LAN... .. • . " _ To st ti x. 4i • s xS xisUSD .. ,. at Eseh Mehr boil m ><. .� w N H:C.t.lAtt. M•Nt -Fier i .• „ % . � � ;. .. -: .. 1 •�. c S t % wi:It MFc a ., ..- . 4F Sfp HOME t� M0311mo KL FOUND N Lexstf•n is " f 15 X IO As e! T2 0•C. 2 x! "x30" t«Ro� CoN'1' c.T n - _ _ � � ATIO SYS1gM I 4 Vert. a! a e.C•- _ PT. Wtl Md o •sot NO .� t'.T. this A t: 12" 3t: u � L 1 a sry. thfli MAKE • HEALTH AND SAFETY CODE. SECTION IiSSt +f< NAIL W/!-tOdATSII.L w/i OeMGr•vttQrsw)Mayv Omitt•fl Mtn. ...,........•....,-. ,� I 11 , ODitonol .. F 1'IATEAI104.1ldAT When Exit! .S♦tl u Fr♦t Dr•ini As _ • s min• Me Contrite MijDEltSr '.� ... .. _, Ot!•rfutn•d � Lt•ai sit' , � � APPROVED rat RIMJUISf 1 _ ••1 Y !. Officiaf} L` ++ •. .•.. .. 2. DESIGN Lt3AbS• to 1 �., t• 12 t ► •�e :ALT!'RNATtc TO WOOD MD. Att••ce • •• •� • .... • , �. . s•trin= Fat N• frdwel It utrN- • 12 t • • s p r.Sfr _ �• ,,3 StJSJF.CfT0001tRL?('t"IONSNOTED ,...... • � % S. _ . I. e N � • • •:. •,, -• . �. - •. .I, ROOF t.tYE LOAtO: _ • : , ' 8 • s •it. .•« ; ._, D•tatt hi t •_ .• NOTE. ,. T • Sh♦•t) .. • � 's " �_-�.._..... FLOOR LIVE LoMa• .. k 4It•bar Cant. - 1 ,� IRS•. ti At�MVALDOESNOTAUMORIZ11011 tae..._. A!!Rt)vRM1Y • •.��. WIND LOAb:. P.S.f. ` ' OR DEVIATION FROM Cut Z" OH Bottom of Exlstinq.Sldin� and � •r _ "' tt „ . i2% �� 011S5Si0N>: Rb Iltsisfl Z {flat i Retail W/Sd'a at i O.C. 4 C•M. -_, 4 MDar Vert. at Ott . , 1143 Vftn C D•e Con SEISMIC ZONE. 4 _ ttttuous � s C! V�ti �� AtitticAsts s•rAT>: inws,►riD x� Note. . , .. a I.• . , 12 � QC.(R• f.OM wl►H.Cs. " • .`... 20� Fi♦!in M UsN I' - 3. THIS FOUNDATION is Folt PLACING MFG o !'.OMS % _ State of C h ail sNintxalA The F••tin shorn An x t2atp Ctnt. Fill. :.. F d , ri Options, " .► CONSTRUCTED �� CPL�� ofHousut •n1 t , Each T • It Acca tsbls. (Aft. N wtdt x • Deep D W/ L.oNQttUDtNAL OR CROSS JOISTS. _ : • .. t Coup :-. . . C•ntrttwvt Cent. Fig. , - I 4. ALL CONCR . .,« , f:TE •SHiALL HAVEA COMPRESSIVE /0 0 w/2 4 s) 3 DMSI F CODES AND STANDARDS I 1 STRENOT Rt vis 5 a STEEL. PIER It OF 2000) RS•!. IN 2S BAYS. � . t► • •11 CN CRETE BLOCK I � : 5, THIS FOUNDATION 1PLAN r - _ .. .is D..staN>:o ro BE ` 3 a � o Y : 0 GDo ALT. - • ft tun SECTION A A _ _ �. c > 1 ..,• & C C � ` ` coxsTRticTEa oN ,A F .# .. ,, -.. , ` AtRLY.L�YEL SITE WltFt NO , 'SECTION A A _ - iS ECTION 6 _ B TYPICAL APP exisTlNc so1L rRWat.EMs. � 3 ►11s APPLICATIONS , SUNO. r C. MFt3'Q. HOME MAY BE SHIPPED FROM THE FACT RY � ^ APPROVED ,.. o 5N.; DEPS► �1 0 2 t ,, WITH SIDiN(3 CUT iBACK 2"• ANO 1A INSTA E + "his TbtttAplx .401 i'acptres A�3ESC0 BEARING PAD T. FOUNQATIL'N CONTtRACTORSHALL VERIFY At.l. V F i �iO ED, DIMENSIONS F E ClRE. CO..NSTRUCTiNOloll 1111 111111111! FOU 0 , w•..••,•..il,.Mw.,•.... 5:.k...,..>.i...r,n..wGd..,.4..,,.i,w.: L,•,.•µ♦•.,y-qa:`•,J _ , -. .. ... �••.; . _ :. .... "Cfi`!"!•"-'ti'!M'WRti/"".1'n• ^M•M51*'/:i.`^w a«.•W�Na..iwrwV,WkKvrw� REVISION$-' fir 3 -!41 ,� t3►tG+= I� Opts 2 Mt of WN Tttm R� c{•- 2 - 8 • Arlui- ArA-*.Q *y , � oc See Note s,Ur - Dist 6 F Dist 5 ` Dis 4 t. `�'---D-- Dist. 3 �' C Dist. 2 Dist. i �r-•-•-6•----. _ 11.1 4"0•C. ' •/ •112 O;C. r • aw tnw Vets • • , R" .---- s f u t .= t ac Atr•cn re t:nt M,la►ir r/2 t t0 S•t:S. q., AT ALL IwiF aD HOMES OVER __ Alt, 7/16 tt • • 6 m in. min. '�''� { ) •. O t B E3 , , Hadho aN •r ttareMpannd, ... _ . [ SO FEET RN LEI+C SHEATH 2 a 4 Up Plato Alf ct► r/2 1<et0 Y �THs a~ s t- P �' -n T. .---�-•-•DtT� a t sN r t F f fit CN �O CItD Nrtt�ttt 1 a ' V✓ O .3 • ti In eel ( n.l g Rath • N wfr. t:hastMry � : . ►en retl•2a4', •t ifs Qc. 7 t 2 i 4 Itt till t lets INSIDE FIACE OF STUDS OR UNDE1tL•AY THE EXTBttIolt PIY Wd. pts B i s I�tLY•}� Ii. sr• ,, • _ N Ii / W 0-ill �Atft f: DI:L 12 Di:t. it � ,, Diti .10 ti Dia. 9 � ,, Df:it.8 Dist. Hitch J �.'•w.e it Neil W!a•F s O 4 O.C. as, w r a t2 O.C.R.ul .--y--.�•••,.�' '.: �e.w.r_ __: _ _ .. - C•nC.ShtaWll All. �� ITI-��••wiw .•...__ uw. HARDBOARD SIDING WITH3/S' " ` - - -. = ------ - 1 d 3 1 �••L� t .7 /X��1� Lt:_ .. r 2 Lf• L ZY4 tl'i�siti� �L'�et�� �••Allllitfl�.M R. r/I I .uN{Vr nti11 ]{t .tit i On. a - " , .. 1 n f v l t i tri ] (?ao•• 2"x 2 x 3/t♦" Washers+ . I, W,11 �a r. a�na:a:a+ �au:narwvv,rnrv. sec -suvN�bt. .; s st (See Presi.Treated LUrtl�er NOte:)(Stgd: of t6" o C, Max. spacing of Anchor Softs is s 0 O.C. w t, ., , „ �W90 ih 1' V. ) See Anchor soft C,, , w EXP I. hgAEL W/ 6d @ 4 U.C. 1 - . .± • 1 • Q get ,, , •,.. L _ A ftp 1 •u .. r t For i lllif HOMES OVER 6 F N.. of t 4 0 � LENGTH WITH AT ALL CONTACTS.:, thf : A ROOF .. - n F ... R � • : .. t f Er'R • f SNOW OW OAINGOVER 3SPSF RE URE : « t .w " � - �.: 4 Rf of • 1) ► tt.at 4e C. ..i: C 2011 Off est. 0 m t CA ISI. 3 3 tf O Ws z6P ►. P.T.T SII, tt.�s .r .. L u, PLATES t w e r _ sit tntt•lCow l.# t x • u et .: IM tthM TiT y _ 4 Rf u Cen t. 1 • I uv t e14 O.C. , • OSTANDARp NON FOUNDATION READYOPTlON BACKFILL NN FOUNDATION DATION .READY OPTION , k .' .. r cc �E N!D LWALL CUU RE":OPTIONS) EtExitrt r SECT ION , - _ fMN Install 2 her S•• • . Closure' • 2" Mtn• so• Neta Ml•w too D•tall wM • taN CN su►• w min. - • . is t1:xMtt•t sicltn .. -. t • . Mate ! , �+•.� Se• 310twell C G GENERAL IND. : NG.-INEER. ....APPROVAL w tt itswn ES._STA •. ►Wrftn Fir UvNtn T ik tt,�.w_�. r min. 4 Calif.; „ .. . i^Ms. 1 % �! " % I. THIS FOUNDATION .. s PON t LAN... .. • . " _ To st ti x. 4i • s xS xisUSD .. ,. at Eseh Mehr boil m ><. .� w N H:C.t.lAtt. M•Nt -Fier i .• „ % . � � ;. .. -: .. 1 •�. c S t % wi:It MFc a ., ..- . 4F Sfp HOME t� M0311mo KL FOUND N Lexstf•n is " f 15 X IO As e! T2 0•C. 2 x! "x30" t«Ro� CoN'1' c.T n - _ _ � � ATIO SYS1gM I 4 Vert. a! a e.C•- _ PT. Wtl Md o •sot NO .� t'.T. this A t: 12" 3t: u � L 1 a sry. thfli MAKE • HEALTH AND SAFETY CODE. SECTION IiSSt +f< NAIL W/!-tOdATSII.L w/i OeMGr•vttQrsw)Mayv Omitt•fl Mtn. ...,........•....,-. ,� I 11 , ODitonol .. F 1'IATEAI104.1ldAT When Exit! .S♦tl u Fr♦t Dr•ini As _ • s min• Me Contrite MijDEltSr '.� ... .. _, Ot!•rfutn•d � Lt•ai sit' , � � APPROVED rat RIMJUISf 1 _ ••1 Y !. Officiaf} L` ++ •. .•.. .. 2. DESIGN Lt3AbS• to 1 �., t• 12 t ► •�e :ALT!'RNATtc TO WOOD MD. Att••ce • •• •� • .... • , �. . s•trin= Fat N• frdwel It utrN- • 12 t • • s p r.Sfr _ �• ,,3 StJSJF.CfT0001tRL?('t"IONSNOTED ,...... • � % S. _ . I. e N � • • •:. •,, -• . �. - •. .I, ROOF t.tYE LOAtO: _ • : , ' 8 • s •it. .•« ; ._, D•tatt hi t •_ .• NOTE. ,. T • Sh♦•t) .. • � 's " �_-�.._..... FLOOR LIVE LoMa• .. k 4It•bar Cant. - 1 ,� IRS•. ti At�MVALDOESNOTAUMORIZ11011 tae..._. A!!Rt)vRM1Y • •.��. WIND LOAb:. P.S.f. ` ' OR DEVIATION FROM Cut Z" OH Bottom of Exlstinq.Sldin� and � •r _ "' tt „ . i2% �� 011S5Si0N>: Rb Iltsisfl Z {flat i Retail W/Sd'a at i O.C. 4 C•M. -_, 4 MDar Vert. at Ott . , 1143 Vftn C D•e Con SEISMIC ZONE. 4 _ ttttuous � s C! V�ti �� AtitticAsts s•rAT>: inws,►riD x� Note. . , .. a I.• . , 12 � QC.(R• f.OM wl►H.Cs. " • .`... 20� Fi♦!in M UsN I' - 3. THIS FOUNDATION is Folt PLACING MFG o !'.OMS % _ State of C h ail sNintxalA The F••tin shorn An x t2atp Ctnt. Fill. :.. F d , ri Options, " .► CONSTRUCTED �� CPL�� ofHousut •n1 t , Each T • It Acca tsbls. (Aft. N wtdt x • Deep D W/ L.oNQttUDtNAL OR CROSS JOISTS. _ : • .. t Coup :-. . . C•ntrttwvt Cent. Fig. , - I 4. ALL CONCR . .,« , f:TE •SHiALL HAVEA COMPRESSIVE /0 0 w/2 4 s) 3 DMSI F CODES AND STANDARDS I 1 STRENOT Rt vis 5 a STEEL. PIER It OF 2000) RS•!. IN 2S BAYS. � . t► • •11 CN CRETE BLOCK I � : 5, THIS FOUNDATION 1PLAN r - _ .. .is D..staN>:o ro BE ` 3 a � o Y : 0 GDo ALT. - • ft tun SECTION A A _ _ �. c > 1 ..,• & C C � ` ` coxsTRticTEa oN ,A F .# .. ,, -.. , ` AtRLY.L�YEL SITE WltFt NO , 'SECTION A A _ - iS ECTION 6 _ B TYPICAL APP exisTlNc so1L rRWat.EMs. � 3 ►11s APPLICATIONS , SUNO. r C. MFt3'Q. HOME MAY BE SHIPPED FROM THE FACT RY � ^ APPROVED ,.. o 5N.; DEPS► �1 0 2 t ,, WITH SIDiN(3 CUT iBACK 2"• ANO 1A INSTA E + "his TbtttAplx .401 i'acptres A�3ESC0 BEARING PAD T. FOUNQATIL'N CONTtRACTORSHALL VERIFY At.l. V F i �iO ED, DIMENSIONS F E ClRE. CO..NSTRUCTiNOloll 1111 111111111! FOU 0 , w•..••,•..il,.Mw.,•.... 5:.k...,..>.i...r,n..wGd..,.4..,,.i,w.: L,•,.•µ♦•.,y-qa:`•,J _ , -. .. ... �••.; . _ :. .... "Cfi`!"!•"-'ti'!M'WRti/"".1'n• ^M•M51*'/:i.`^w a«.•W�Na..iwrwV,WkKvrw� REVISION$-' fir 3 -!41 ,� t3►tG+= I� Opts R� c{•- 2 - 8 • Arlui- ArA-*.Q *y W � oc r al"Ps W9 9-9 .ev. . t� W W � oc al"Ps W9 9-9 .ev. . 4) C3 •. O �• 0 C3 ..� o a V✓ '=J .C� Q 4- W ., t� . it o .x �i al"Ps W9 9-9 .ev. . ' k cr95- .� o 19 vp ```. C .rte ~r�•I !J � . \� yrena�rrrsw4KMw+..wrrww• APPROVED B tte ounty ENVigONEj'TALiEA�-TH EN n Wal Health SEP 2 bi 2003 t ate Signature CHICO, CAI _IFORI NIA r APPROVED B tte ounty ENVigONEj'TALiEA�-TH EN n Wal Health SEP 2 bi 2003 t ate Signature CHICO, CAI _IFORI NIA