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062-680-010
Jak Eyler W/S W bster Ln., 150'S -of Pine Tree Lane, 1 mi.E.of Oro Quincy Hwy, Berry Cree Permit #3226 9P,E(uti13,MH) i GAS SUPPORT STRUCTURE •DEQ. COMPACTION TES EQ 7 Contr: & H Mobile Home Service Per m-it#5270-80MHI _ j �s�sued 62-50�48 Permit #5843-80B(new open decks/MH) � r Permit 1k3770-81B(new awning/MH) a Ya 06280-010 2-1186 EYLERK & , 32 WEBSTER R GEEK CONT: SIERR�N N49S �•� �,�' i EX MH PERM FND EX SITE t I 0 �l ,�c�, �'% �I � �I NOTES RESIDENTIAL 1062-680-010 02-1186 PERMIT NO. i EYLER,.JACK.&,ELI ZABETH._ _ 432 WEBSTER RD., BERRY CREEK +CONT: SIERRA MHS EX MH PERM FND EX SITE — CHE 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. i 11 . SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date b Signature CHECKED BY ✓ = OK 4. 0 = Not OK' Siding; Nailing -Veneer -Stucco -Mesh = Not Applicable MOBILE HOMES = Not Ready 6. Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete C4L 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. 4. Water; Location -Test -Easement Needed (Sketch) Siding; Nailing -Veneer -Stucco -Mesh 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 11. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L"ft./ PLPG Braced Wall Panels 7. Well Clearance & Disconnect Date 8. Utility Clearance Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Date 3. Card B-1 Date Card B-1 Date Elec.; Receptacles and Lighting, Distance-GFI Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Elec.; Enclosures; Conduit Entries -Terminals -Listed 1. Zoning Requirements -Setbacks -Easements 8. 2. Footings; Size -Spacing -Marriage Line Health Department Approval 3. Gas; MH Test -Demand -Valve -Connector 11. 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. ' ccupancy Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 C4L 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-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosure s- Pane lboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (%c Date Underfloor (Plans) OK except #'s Hangers -Post Caps -Anchors -Connectors 1. Zoning -Setbacks -Easements -Flood -Slope Cling. Joist-Rhr. Ties-Purlin-Roff Brac.-Truss-Shting.-Rfng. 2. Ftg., Main; Soils-Elec. Grnd.-/ r Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ r Fig. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4. Ftg., Porches & Decks; Soils -Steel-/ r Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 5. Stemwalls, Main; Steel-Blockouts-Wrapped Garage Fire Protection Framing 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Property Line Firewall & Openings 6a. Hold Downs and Special Anchors Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 7. Slab, Steel -Wrapped Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 8. Piers -Fireplace Ftg.-Steel Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Siding -Nailing Veneer 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 11. Water Pipe; Test -Anchors -Regulator -Service Test Glazing Area -Glass Protection -Skylights -Plastic 12. Electric Underground Shear Walls; Nailing -Bolts 13. Plenums & Ducts; Clearance -Material -Support -Ins. Brace Interior/Exterior Wall Panels 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Insulation -Walls -Ceilings 15. Access & Ventilation Infiltration -Walls -Windows 16. Insulation Date Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 17. Water Htr.; Vent -Access -Combustion Air Baffle Smoke Detector 18. Water Pipe; Test & Anchor -Nail Protection Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection Bedroom Exiting 20. Shower Pan; Test, First Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 21. Test Tub & Shower, Second Floor -Tub Access Elec. Trim & Subpanel, Breaker Sizes & Labels 22. Gas Pipe; Sixe & Anchors Stairs & Rails 70. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Elec. Outlets & Receptacles at Kit. Counter 23. Fixture & Transformer Clearance -Ins. Protection Garage Fire Door; Swing -Landing -Closure 24. Elec. Receptacles Spacing -Lights & Switches at Doors A.C. Duct in Garage -Damper 25. Size Boxes & No. of Conductors Stapled Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 26. Romex Installed Close to Edge of Studs & C.J. Plb., Elec. & Mech. Equip. Listed for Location 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Elec. Receptacles in Garage (F.F.I.)-Romex Protection 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Insulation -Foam -Looked in Attic 29. Subfeed Wire Size / / ga. Cu or M-A.C. Wire Size / / ga Cu or AI Guard Rails & Deck Construction -Post Caps 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral I] Yes O No Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 31. Service -Riser Conductors & Ground Main Disconnect Clearance Looked under Floor ❑ Yes 32. Equip. Clearances Panels-Motors-Mech. Equip. Following Inslld./Drive J Yes ] No/Walks'] Yes Z) NQ/Planters p Yes ] No 33. Clothes Closet Light -Shower Light -Spa Light Stucco Brown -Finish 34. Smoke Detector A.C. Unit Disconnect, Electrical -Plumbing 85. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Ventilation Throughout House 35. A.C. Ducts Insulation & Support Glass Protection 36. Vent Fan, Exhaust above insulation Corrections from Previous Inspections 37. Condensate Drain & Overflow, Size & Grade Gas Test -Meters Tagged, Gas -Electric 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Water & Sewer Connected -C/O to Grade -HD Approval 39. Attic Access & Platform if Furnace in Attic Energy Compliance Certificate -Other Certificates 94. Address Posted Date Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Comments at Final: FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rhr. Ties-Purlin-Roff Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Inslld./Drive J Yes ] No/Walks'] Yes Z) NQ/Planters p Yes ] No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted 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 PE IT NO. (Rev.12/9G) , APPLICATION AND PERMIT 0`�-// (OC2 ASS%2.%r2tr 6 7V�f� ZONING BUILDING PERMIT OWNER E= JACK & ELIZABETEI TELEPHONE SQ. FT. OCC. BUILDING VALUATION 1440 R 77 760.00 OWNER'S MAILING ADDRESS 32 WEBSTER RD., BERRY OREEK. CA 9 99196 CONTRACTOR'S NAME SIERRA MHS TELEPHONE CONTRACTOR'S MAILING ADDRESS 466 CIRCLE CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 77 710.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 270.25 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23,00 `DRYRD. , BERRY CREEK "ITT Energy Plan Checking Fee $ $ PERMIT FEE $ 313.25 LOT NO. SUBDNSION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome X Other SPECIFY Each Trap 7.00 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 ❑ Uli ifies ❑ Installation ❑ Other JV, Describe Work: EK MH PERM M EK SITE Gas piping sy2tem 1 - 5 outlets 15.00 15 oo Building sewer 15.00 Mobile Home ISI GI W @20.00 PERMIT FEE $ 50,00 ELECTRICAL PERMIT Filing Fee 20.00 O*OV OR LESS Main Service 20.AORLESS23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POwEPPARATUS License Class 6 Lic. No. �%0 3 8"C OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, 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. DWELLING OCCUP. s0 OR ADDNS. ( & ACC. BUDS. 3.5¢FT; NEW gESID. MULTI -OUTLET 97.50 8 SINGLER AOUTLET CIR. Ex. OCCU OUTLET OR FIXTURES 20 @ 1'00 SAL @ .50 Ex. Occup. oUnEEDTS ='.DE, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 Pre insipection PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the rformance of the work for which this permit is issued. 8--Ip-have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permitis issued. My workers' compensation insurance carrier and policy number are: Carrier " t om-- Q MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number 2 C2 (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. X Date �` 0 Z Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction.7of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $363.25 HAz o;ye�s IMP COF PARC PD D UE This a it is hereb issued under the applicable provisions Code and/or Resolutions to do work oWdov iich fees have been paid. y Date PERMIT EXPIRES ON25 ��-D.D.S.-B.D. (D., ti) rReceiptNo. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 - Telephone (530) 538-7541 PFohtlr APPLICATION AND PERMIT AZSES'OR-1ARCELNUMBER Cj�a_ ZOiNO BUILDINGPERMIT Te`FP.�°"E SO. FT. i OCC.L BUILDING VALUATION Ow r.ERS Mu`U/NO"\AOOHfSS � � Sn � —_.. COMaACrOR E I TELEPNOryE 1 cora. 50"'s�C-,c'�a ),A-- �o �G (>-- coots rauchON LENDER ._ ... LE":OER S wuUNG ADORESS AACWTECT OR ENGINEER AAC"ITECT OR ENGINEERS MAILING AOORESS 86IL00141 ADORESS I LOT NO. I sueomsIONSNAME LICENSE NO USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome Other SPECIFY TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities O Installation ❑ Other Describe Work: ) A ,� G} �� 4n *PERMIT FEE PA10 SRA SHERIFF OTHER s OVP1'T RECEIV�� _ wR�c�rr tJu� " TO PVT IWO coopum Fireplace I i PERMIT FEE 1 S vv Total Valuatlon b I Fling Fee' 20.00 -' Flin Fee i b 20.G-. Permit Fee -E Plan Checking Fee b S � ,a Energy Plan Checking Fee b Ntw GUNS t.YUU'POUTLET NON.RES10.( 811ANCN CI�AC�TS ) I b PERMIT FEE b PLUMBING PERMIT Fling Fee 20.G0 Each Trap 7.00; Solar or heat pump water heater 23.001 Water piping IS. OOit _ Each gas water heater or vent 1 15.00, Gas piping system 1 - 5 outlets ( 1 5.00P!�;---- Buildin sewer ( i 15.00: Mobile Home !S i GI W I 1 @20.00' 2 0 PERMIT FEE 1 S vv ELECTRICAL PERMIT 1 I Fling Fee' 20.00 Main Service ( "OR LESS ) i I 23.00;_ Main Service ( 200A TO ISA ) I 46.00; NEW CONS T.Ow21Mq OR ADONS. �(\a,Acc. OCCUP. elns. _ ; 1 3.5CF50r.; Ntw GUNS t.YUU'POUTLET NON.RES10.( 811ANCN CI�AC�TS ) I @7.50; - -- OUTLET OR FOrTURES 2 8 I'5 1 Ex. OCCU B0 . S0 Ex. OCCU .FOIED AFPIxs. OR I 5.00 OUTLETS REBID. EA i Temporary Service Mobile Home Facilities ! 20.00 Misc.– ir'__ i 23.00 '�__PERMItFEE-j b MECHANICAL PERMITFling Fee 1 20 00 Heating i 1 Hood 6.50 1 Ventilation i PERMIT FEE I S Mobile Home Installation Fee b Energy Inspection Fee b OCC CONST. TYPE TOTAL FEE $ NA2. I O. FEES IYP n.00=GOF PAACEI 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. I By ReceiptNo. PERMIT EXPIRES ON WHITE-O.D.S.-S.D. CANARY -ASSESSOR PINK -INSPECTOR OOLOENROO•APPLICANT Data -- ti L V a a • � X, •V . . r r • . y 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: ASSESSOR PARCEL NUMBER U Proposed Building Use: M Q� `� 7 �/ P Counter Technician: Date: l G Items required in order to apply for a permit. All boxes MIDST be checked OR marked NA in order to apply. .. 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. -13'2. 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 instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in dualicatei ❑ T. 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 en ineer. 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. `` N Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other .... Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ 15. Statement of Intent for Non -heated and A/C Buildings ............................................. ❑ 16. Sanitation and plot plan approval from the Environmental Health Department in ❑ 17. City of Chico Plumbing permit......................................................................... ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ❑ 19. Planning approval for (A) Use: ' (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). Pre -Inspection for Q required ................ ❑ 23. Contractor's license information''.. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violate' a d/or expired permits...... ................... ❑ 30. rant Deed,��itle/Statement of Fact er from Legal Own r heck to H.C.D. $ �e . ❑ 31. Other: When issued Telephone and hold for pickup. I have been informed ofx a above items and requirements for obtaining a building permit. Applicant:/ Date: Z 1. Index permit application for the above items numbered: Plan Check Letter 'onal items required Contra designer, owner, was advised of the above data by one, I, ❑ counter, by Date: aL ontractor, designer, owne s advised of the abo e data by ❑ phone, ❑ mail, ❑ coup er, by Date: Plans reviewed by: Date: 7i Plans approved by: _ Date: L a i Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division PRE -INSPECTION REPORT l OWNER: LOCATION:C - . 0JS� GQ -- CONTRACTOR: PRE-INSPETION FOR: DATE: IU VA A.P. #. ' v Co ' Cv CXR e O O ZONING: V DATE TO INSPECTOR: PERMIT HISTORY:( ) NONE ( FOLLOWS: BUILDING INSPECTOR'S REPORT Building Description: Commercial/Usage: (r1U Y1 -�{J Residential/# of Units: o wil e i( } )f led cqo / +0 ca;%r. Currently Occupied ✓ s - iS �Z Abandoned/Vacant Electric: Yes No Electric currently On Off Condition of Electric Gas: Natural Propane None Currently Obvious Problems: Sanitation: Plumbing Working SJ Well Working Potable Water Obvious SewageProblems ACTION RECOMMENDED: ISSUE: _ HOLD FOR (/ ') ,6 A,-f Inspector.-E — /9 Date aS Z_ Sketch buildings on reverse and indicate location on property ra �Z_ y F i r i� 17 9 Id k•� s COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 MainStreet a Chic-), CA • (530) 891-2751 7 County Center Drive • Orwille, CA • (530) 538-7541 CORRECTION NTTICE OWNE 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 additi n(l explanation, please contact this office immediately. v ,r 1ti • r• Inspector % 0� REV 1 RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 24 -May -2002 2002-0026978 Has not been compared with original BUTTE COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION -SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. JACK EYLER AND ELIZABETH EYLER BUTTE COUNTY BUILDING DIVISION REAL PROPERTY OWNER/LESSOR LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 32 WEBSTER RD. 7 COUNTY CENTER DRIVE MAILINU AUUKLSS BERRY CREEK BUTTE CA 95916 CITY COUNTY STATE ZIP SAME INSTALLATION MAILING ADDRESS, IF DIFFERENT CITY COUNTY STATE ZIP SAME UNIT OWNER (iralso property owner, write "SAME') MAILING ADDRESS CITY COUNTY STATE ZIP UNIT DESCRIPTION MAILING ADDRESS - 1980 OROVILLE, BUTTE, CA 95965 MANUFAC-MRER•S NAME 8249A/B CITY COUNTY STATE ZIP 02-1186 (530)538-7541 BUILDI'G ERMIT TELEPHONE NUMBER LENGTH X WIDTH 5-22-02 RE OF LO AL AG OF DATE NONE DEALER NAME (if not a dealer sale, write 'NONE-) NONE DEALER LICENSE NO. FUGUA 1980 LJNKN0VVq4 MANUFAC-MRER•S NAME 8249A/B DATE OF MANUFACTURE MODEL NAME/NUMBER 60 X 24 CAL175953/4 SERIAL NUMBERS) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) R__FAL PROPERTY LEGAI DESCRIPTION ASSESSOR'S PARCEL NUMBER A.r . # 062-680-010 SEE ATTACHED' t HCD FORM 433(A) REV. 6/91 WHITE - County Recorder CANARY - HCD PINK - Appliant GOLDENROD- Building Dept P'OUN : ,A ION SYSTEM ; CER .N ICAT , OF OCCUPANCY BUILDING PERMIT NUMBER: 02-1186 Address or location of unit: 32 WEBSTER RD., BERRY CREEK, CA. 95916 Legal Description of Real Property: A.P.# 062-680-010 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: JACK EYLER AND ELIZABETH EYLER Owner's address: 32 WEBSTER RD., BERRY CREEK, CA. 95916 INSIGNIA OR HUD NUMBER: CAL 175953/4 SERIAL NUMBER OR V.I.N.: 8249A/B MANUFACTURER'S NAME: FUGUA YEAR: 1980 OFFICIAL APPROVING INSTALLATION: DATE: 5-22-02 PHONE: (530) 538-7541 H.C.D. 513C at;COaaINe RSOUseT[O ar OROVILL6 TITLE COMPANY 0"11! NO. 88723 AMa w."" levan"" "A"' N r HR. h MRS JACK 0. EYLER "'•• 130 Pickwick Drive a Napa, California C.6 L w M. M•II.MI N Of clr .A• ..'.•1 �f 1 • �.�Ii• :.Ir 1 �r °"flr` 443 f�f��' L: DISC RLI.:'w1:1. 0.:7111 t Ct CLI•Ji h L F[9 28914 -erACa •WVE THAI L.INa 1011 11[COMM" us[—�� • •� r': Ir ulrlll. OA .r ease .a above uc. ••..... .. ... rpr Lw .� '`w .. .iia . • i r .hili'. Ci- _ 1°"C• •" Joint Tenancy Grant Deed I'�r•�••a '.6s • '�!1 TNIa r°IIN F"HISNaa by nn.INwl•aucd..a Taury cowany FOR A VALVANX CONSIDERATION, racelpt of which L hereby wit"triodpd. JACK L. STEPHENSON and SUZANNA STEPHENSON, his wife herrhy CRANTISI to JACK 0. EYLER and ELIZABETH J. EYLER, his Wife �- thr red yraperty in the unincorporated AS JOINT TENANTS. C. -Y d Butte S41e of Cewomia. 1 1 1 .,: COIMNCINC at the Southeast corner of the Vast half of the Southeast quarter of Section 33, Trim -hip 21 North, Range 5 East, M.D.B. 6 M.; thence, Nrrth 020 071 07" East alon; the Easterly boundary line of the West halicf the southeast quarter of said Section 33, 1350.00 feet; thence, South 740 321 26" West 250.00 feet; thence, North 290 261 53" West 615.49 feet to the true point of beginning for the parcel of land herein described; thence, from said true point of beginning. North 520 151 1311 East 441.24 feet; thence, North 40 521 0011 West 68.41 feet; thence, North 80 281 20" West 132.07 feet; thence, South 550 36' 30" West 514.26 feet; thence, South 290 26. 5311 East 204.89 feet to the true point of beginning. TOCETHEP. WITH a right of way for road and public utility purposes over a strip of land 60 feet in t:idth, lying 30 fact on each side of the following described centerline: C0.`i`>aMCINC at the Southeast corner of the above dese�ibed parcel of land; thence North 020 071 0711 East, 630.20 feet to the true point I of beginning for the centerline herein described; thence along the centerline of snid road the following courses and distances: South 760 231 1011 West, 89.63 feet, North 63n 511 4011 West, 87.27 ! feet, North 290 371 20" West, 106.20 feet, North 40 521 0011 West, I 68.41 feet, North 80 281 2011 West, 132.07 fact, North 200 001 4011 I East, 118.84 feet. North 160 321 3011 East, 100.42 feet and Horth CA 469 471 10" East, 32.04 feet and the end of said lino. -J ALSO TOGETHER I1ITH a right of way for road and public utility parposes over a strip of land 60 feet in width, lying 30 foot on each side of the following described centerline: 1 CON Nae alo the poi an I to alo are to the dist tha are Of of e cur% feel the$ then 463. 110. So" Nort feet East Nort feet East of -s ATTACHMENT AP#027-120-021 All that certain real property situate in the County of Butte, State of California, described as follows: COMMENCING at the Southeast corner of the West half of the Southeast quarter of Section 33, Township 21 North, Range 5 East, M.D.B. & M.; thence North 02 deg. 07' 07" East along the Easterly boundary line of the West half of the Southeast quarter of said Section 33, 1350.00 feet; thence South 72 deg. 32' 26" West 250.00 feet; thence North 29 deg. 26' 53" West 615.49 feet to the true point of beginning, North 52 deg. 15' 13" East 441.24 feet; thence North 4 deg. 52' 00" West 68.41 feet; thence North 08 deg. 28' 20" West 132.07 feet; thence South 55 deg. 36' 30' West 514.26 feet; thence South 29 deg. 26' 53" East 204.89 feet to the true point of beginning. TOGETHER WITH a right of way for road and public utility purposes over a strip of land 60 feet in width, lying 30 feet on each side of the following described centerline: COMMENCING at the Southeast corner of the above described. parcel of land; thence . North 02 deg. 07' 07" Ease, 630.20 feet to the true point of beginning for the centerline herein described; thence along the centerline of said road -the following courses and distances: South 76 deg. 23' 10" West, 89.63 feet, North 63 deg. 51' 40" West, 87.27 feet, North 29 deg. 37' 20" West, 106.20 feet, North 04 deg. 52' 00" West, 68.41 feet, North 08 deg. 28' 20" West, 132.07 feet, North 20 deg. 00' 40" East, 118.84 feet, North 16 deg. 32' 30" East, 100.42 feet -and North 46 deg. 47' 10"East, 32.04 feet and the end of said line. ALSO TOGETHER' WITH a right of way for road and -public utility purposes over a strip of land 60 feet in width, lying 30 feet on each side of the following described centerline: COMMENCING at the Southwest corner of said Section 33 thence along the West line of said Section, North 7 deg. 17' 57" East, 1373.19 feet; thence along the centerline of the Butte and Plumas Railroad right-of-way, along the arc of 118.31 foot radius curve to the left, whose tangent at this point bears North 61 deg. 27' 17" East, through a central angle of 74 deg. 58' 37" an arc distance of 154.82 feet; thence North 13 deg. 31' 20" West, 73.16 feet to the beginning of a 146.19 foot radius curve to the right; thence along the arc of said curve, through a central angle of 44 deg. 26' 00", an arc distance of 113.37 feet; thence North 30 deg. 54' 40" East, 129.88 feet to the beginning of a 287.94 foot radius curve to the left; thence along the arc of said curve, through a central angle of 19 deg. 12' 00", and arc distance of 96.49 feet; thence North 11 deg. 42' 40" East, 156.89 feet to the beginning of a 193.19 foot ' radius curve to the right;. thence along the arc -of said curve, through a central angle of 36 deg. 50' 00", an arc distance of 124.19 feet; thence North 48 deg. 32' 40" East, 64.22 feet to the beginning of a 193.19 foot radius curve to the,left; thence along the arc of said curve through a central angle of 40 deg. 55' 15", an aic distance of 138.03 feet, to the true point of beginning for the parcel of land herein described; thence leaving said centerline, South 68 ,deg. 55' 50" East, 1.255.07 feet; thence . South 42 deg. 16' � 25" West, 222.99 feet; thence South 52 deg. 54' 57" East, 463.75 feet; thence along the Page 2 Legal Description AP# 062-680-010 centerline of a road, North 28 deg. 49" East, 110.00 feet; thence North 66 deg. 29' East, 155.08 feet; thence North 62 deg. 14' 50" East, 301.89 feet; thence North 05 deg. 07' 45" East, 199.22 feet; thence North 44 deg. 53' 00" East, 167.86 feet; thence North 62 deg. 49' 20" East, 353.79 feet; thence North 79 deg. 45"35" East, 268.55 feet; thence North 52 deg. 54' 15" East, 248.60 feet; thence North 31 deg. 21' 10" East, 260.67 feet; thence North 85 deg. 40' 40" East, 391.62 feet; thence South 77 deg. 11' 20" East, 164.46 feet; thence North 66 deg. 40' 1.8" East, 194.78 feet; thence South 84 deg. 22' 06" East, 30 feet to a point in the centerline of Bald Rock Road and the end of said line. I'IN'i -08-211_12 c l • 28 916 224 4817 F. 0210- OTATC or CiALIrORNIA - DUSINUCC. TRANWORTATION ANO HOUSING AGF. NCV CRAY 0AVIS, Governor DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT vStfVta Olviiilon of Codes and Stendards V Title Search Date Printed : 05/09/2002 Decal #: LA16155 Manufacturer: FUGUA Tradename: FUGUA Model: Manufactured Date: 00/00/1980 Registration Exp: First Sold On: 00/00/1980 Use Code: SFD Original Price Code: AHB Rating Year: Tax Type: LPT Last ILT Amount: Date ILT Fee Paid: ILT Exemption: NONE . Serial Number HUD Label / Insignia Length Width 8249D CAL175954 60' 12' 8249A CAL175953 60' 12' Registered Owner: .PACK EYLER - ELIZABETH EYLER (Joint Tenants with Right of Survivorship) 150 S PINE TREE ' BERRY CREEK, CA 95916-9723 Last Title Date: 04/30/1986 Last Reg Card: 04/30/1.986 Sale/Transfer Info: Unknown Situs Address: 32 W EBSTER RD BERRY CREEK, CA 95916-9723 Situs County: BUTTE Legal Owner: I I ) BK AMER NTSA ; / 315I E IMPERIAL HWY BREA, CA 92821 Lien'%;fected On: /11/1986 11:45:00 Inactive Deca DMV 701 QYE ** END OF TITLE SEARCH *** 0 A., COl'L"LSt�CII!^ at the. SoutlT;:cst corner of said Section 33 thence olon� the Nest line of said Section, Vorth 70 171 5711 East, 1373.15 feet; thence alone the centerline of the Butte and luaas Railroad riOht-of-vav, alonr, the arc of a 118.31 foot radius curve to the left, Those tan�;cnt at this Point beam North 61` 271 1711 East; through acentral on•;le of 74° 581 37" nn me distance of 154.02 feet; thence Porth I 311.2011 Vast. 73.16 feet to the b•:�Nnning of a 1/46.19 foot radius curve to the rinht; thence along the arc of said curve, through a central anile of 44° 261 00", an arc distance of 113.37 feet; th:nce North 30° 541 4011 East. 129.00 feet to the beginning of a 287.94 foot radits curve to the left; thence along the arc of said curve, through a central ankle of 19. 121 001, an arc distance of S6.49 feet; thence North 11° 421 40" East, 156.89 feet to the beginning of a 193.19 foot radius curve to the right; thence alone the arc of -aid curve, throu;h a central an;le of 36° 501 00", an arc distance of 124.19 feet; thence North 480 321 4011 East, 64.22 feet to the beginning of a 193.19 foot radius curve to the left; thence along the are of said curve thro•^,h r '7Cnt7n1 -^-in of 40° 551 15'1, d?�•rncr. of 133.03 feet, to the true point of beginning for the parcel of land herein described; thence leaving said centerline, South 60° 551 50" East, 1255.07 feet; thence South 42° 161 2511 Uest, 222.99 feet; thence South 52' 541 5711 East, 4163.75 feet; thence along the centerline of a road, North 280 491 East, 110.00 feet; thence North 66° 291 East, 155.08 feet; thence North 62° 141 50" East, 301.89 feet; thence Borth 5° 071 45" East, 199.22 feet; thence North 44°- 531.0011 East, 167.86 feet; thence North 62° 491 20" East. 353.79 feet; thence North 790 451 35" East, 268.55 feet; thence North 52° 541 1511 East, 248.60 feet; thence North 31' 211.1011 East, 260.67 feet; thence ,North 85° 401 4011 Ens t, 39.1.62 feet; thence South 77° 111 2011 East, 16:.46 feet; thence !!orth 660 401 18" East, 1S-4.78 feet; thence South 84° 221 06" East, 30 feet to a point in the centerline of Bald Rock Road and the end of said lire. April 15, 1971 •I'\'% IPP 1 1'.1 �I\�, /9.vO �•• .min nr r.aa... .Pock L. Stephenson en~Suz•nn4 Stephen&on .I...... ........ c.,...i..l:,.l .1... they ..,.....,1 .1..• ........ /9�.6� •C� D. /.�iV.Cf�I f7'' ��L. S •e snag Sui•nn• Stephenson orrwl %I s 0 A�IG.....musCA..IiCI'hiG 00 `\P CJ C7 MAIL TAX STATEMENTS AS DIRECTED ABOVE 8m OF DOCW.IF1.11 RECORDING REOUEITCO BY OROYILLL TITLE C014PARY ORDER NO. 88723 .MD Y...M A-- N.IL TO r MR. h MRS. JACK 0. EYLER 130 Pickwick Drive 1. �,• Napo, CRlifornil L same 1s lbova 10 .0. C. 1.411, er gyp' r 11AyLL� ai P1�E Ce9;11 Y Ci F.CGJi Ii L FEE JI 28324 (PACE .-.10VE T.I. LIN[ /OR RECORDER'1 VBE-- DD('.V..Irnr�rr Ir..:r:rrt IAx aS— it rc Joint Tenancy Grant Deed TMI. JOAN eUtIMI.M.D 11 11 ......... CC AND TAVCT CC.IeANT rol s n " FOR A VALUABLE CONSIDERATION, receipt of MSich u hereby .oknowk,4ed. JACK L. STEPHENSON and S'JZANNA STEPHENSON, his wife hereby CRANTISI to JACK 0. EYLER and ELIZABETH J. EYLER, his wife the ml yroprrly in the unincorporated AS JOINT TENANTS, CDUMy DI Butte COW of C.lifoltli., dese6ha l — COMNCING at the Southeast corner of the West half of the Southeast quarter of Section 33, Township 21 Nnrth, Range 5 East, M.D.B. 6 M.; thence, North 020 071 07" East along the Easterly boundary line of the West halicf the southeast quarter o4 said Secticn 33, 1350.00 feet; thence, South 740 321 26" West 250.00 feet; thence, North 290 261 5311 West 615.49 feet to the true point of beginning for the parcel of land herein described; thence, from said true point of beginning, North 520 151 1311 East 441.24 feet; thence, North 40 521 00" West 68.41 feet; thence, North 80 281 20" West 132.07 feet; thence, South 550 361 3011 West 514.26 feet; thence, South 290 261 5311 East 204.89 feet to the true point of beginning. TOGEMP. WITH a right of way for road and public utility purposes over a strip of land 60 feet in Y:idth, lying 30 feet on each side of the following described centerline: COOMICING at the Southeest corner of the above desc::ibed parcel of land; thence North 020 071 0711 East, 630.20 feet to the true point of beginning for the centerline herein described; thence along the centerline of said road the following courses and distances: South 760 231 10" West, 89.63 feet, Jlorth 63^ 511 40" West, 87.27 feet, North 290 371 2011 West, 106.20 feet, North 40 521 0011 West, 68.41 feet, North 80 281 2011 West, 132.07 feet, North 200 001 4011 East, 118.84 feet, North 160 321 30" East, 100.42 feet and North 460 471 10" East, 32.04 feet and the end of said line. ALSO TOGETHrR :111TH a right of uay for road and public utility purposes over a strip of land 60 feet in width, lying 30 foot on each side of the following described centerline: West lir alone ti the arc point be an arc d to the 1, alone th arc dis t to the b the are distance the begii arc of al of 124.1 of a 193. curve the feet, to thence 11 thence Sc 463.75 fc 110.00 fc 5011 East, North 441 feet; the East, 248 North 850 feet; the East, 30 of 'said 1 mrd: ,r1T/. "1• rol s n " µrack Ste; i F -r t: CA CO u fide fhd �- C0.'TILENCIl;C at the Soutlia:est corner of .said Section. 33 thence along the {lest line+ of said Section, North 70 17'.57" East, 1373.19 feet,; thence alonx the centerline of the Butte and Plumas Railroad richt-of-way. alon. the arc of a 118:31, foot radius curve to the left, whose tan-ent at this point bears Horth 61° 27' 17" Lost, through a central angle of 74* 58' 37" an arc distance of 154.112 -feet; thence North 13° 31' 20" fest, 73.16 feet to the beginning of a 146.19 foot radius curve to the right; thence along the.arc'of said curve, through a centralangle of 440 26' 0011, an arc distance of 113.37 feet; thence North 30° 54' 40" East, .129.88 feet to the beginning of a 287.94 foot radius curve to the left; thence along the arc of said curve, through a central angles of 19° 121 00", an arc diateanee of 96.49 feet; thence North 110 42' 40" East, 156.89 feet to the beginning of.a 193:19 foot radius curve to the right; thence along the arc of said curve, throu;h a central angle of 36° 50' 00", an arc distance of 124.19 feet; thence North 48° 32' 40" East, 64.22 feet to the.beoinniras of a 193.19 foot radius curve to the left; thence along, the arc of said curve through a. rent.raa* 8al3le of 40* 551-15".an arc distence of 130.03 feet, to the true point of beginning for the parcel of ].and herein described; thence leaving said centerline, South 68° 55' 50" East, 1255.07 feet; thence South 42° 16' 25" West, 222.99 feet; thence South 52° 54,' 57" East, 463.75 feet; thence along the centerline of a road, Porth 28° 49' East, 110.00 feet; thence North 660 29' East, 155.08 feet; thence North 62° 14' 50" East, 301.89 feet; thence ?forth 5° 07' 45" East, 199.22 feet; thence North 441, 53'.00" East, 167.86 feet; thence North 620 49' 20" East. 353.79 feet; thence North 79° 45' 35" East, 268.55 feet; thence North 52° 54' 15" East, 248.60 feet; thence North 31° 21' 10" East, 260.67 feet; thence ,North 85° 40' 40",EFs t, 391.62 feet; thence South 77° 11' 20" East, 16:.46 feet; thence Porth 66° 40' 18" East, 1S-4.78 feet; thence South 84` 22' 06" East, 30 feet to a point in the centerline of Bald Rock Road and the end of said line. v M J• f y 13 12r titre,.. ��, 9T516 �H t3 589 - 31 c.3 f f7/� hQ3QreP�ou�.r w'�ri �+` �u b� re—Qy,-,R .1or 1 1 � J � j h � h` 7, o BUTTE COUNTY BUILDING DEPARTMENi' APPROVED 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 PAGE NUMBER 2 3 4 5 &5a 6 7, 7A, 7B&7C 8&9 WIND ZONE I -SINGLE SECTION WIND ZONE II - SINGLE V -DRIVE - METAL PIER - DOUBLE SECTION - TRIPLE SECTION - SINGLE SECTION - DOUBLE SECTION - TRIPLE SECTION SOIL CLASSIFICATION 10 11 12 13. 14' 15 16 17 18 COMPONENT PARTS AVAILABLE UPON REQUEST Foundation System #� 02--144 BUTTE BUILDING DEPARTMW APPROVED /be Release Date 8/13/2001 Engineer Approval Ji.., iZ_', F 1 7 — 1 v. G6`0'7 0 g HEALTHS."jc-1 YJiO W1851 SUBJECT TO COR'_? ECT IONS NOTED APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY OMISSIONS OR DEVIATION FROM REQUIREMENT S OF APPLICABLE STATE LAWS AND REGULAT:J::S State of California Departmeat of Housing and Community Development DM F CODES AND STANDARDS By f Date—/O—v/ N0. C?(?— — / F - Plan Approval Expires CI — 10 ' O 3 For Further Information TIE DOWN ENGINEERING 5901 Wheaton Drive Atlanta, GA 30336' 404-344-0000 FAX 404-349-0401 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 or from 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 multi sec- tion homes. Instructions for Class 5, Sub Soil Conditions, (Wind Zone I & ll), 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 requirements. 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 fL 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 I 56 i ma , Maximum Pier Height (Wind Zones I & II only) Figure 7 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 i ma; Unequal Pier Heights Wind Zones I & lLpDlvl r►yure _- 6 in. iax. Vector Dynamics maybe 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.s6 Page 3 California /2001 i 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 TIDE 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: Precut 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 California 001 Set -Up Instructions for the Vector Dynamics Foundation System #59007 (Kit #59007 is interchangeable with Kit #59018) 1. SET VECTOR FOUNDATION PADSLO"y short r' Short U -bolt Clear all loose vegetation from the immediate u -bolt u/ \ u 4)olt P " area where your Vector foundation pads will rest. Press or hammer pads into the ground. Ti Place a 3/8" nut on each U -bolt to keep it in place while you position the Vector pads. 1 .... .. ... . 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 TIDE 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 t pad placement t or (1) 3 square i foot pad i 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. c Page 5 California 001 Set -Up Instructions for Vector System #59018 (Kit #59018 is interchangeable with Kit #59007) 401r o Yr y Long U-8 D .0 Da Yr � y 1. Set Vector Pads 4. Inside brackets & straps Clear all vegetation where pads will rest. Place Attach the inside tie brackets to the U -bolts over a long U -bolt in pad as shown. Press or ham- the compression member. Attach a strap mer pad into the ground. w/hook or swivel strap w/nut/washer & bolt (washers are required). Place other end of the 2. Set Block or piers on pads. strap over opposite I-beam & down to outside Center foundation blocks or piers on pads. tension bracket. Cut strap 12 - 15 inches past Place pre-cut center compression member bracket. Attach strap & slotted bolt in bracket. between blocks, resting on pads, centers Tighten strap until tight with 4-5 wraps around between U -bolts as shown. bolt. Repeat with opposite strap. 3. Outside Tension Bracket Attach outside tension bracket as shown to out- side of pads. Page 5a California N120101 Vector Dynamics Metal Pii wql 21-A;0; For metal piers, place the piers in the center of the Vector pads. Set the single 4x4 or two 2x4'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 on 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 Installation: for rocky soil conditions W. d--1 :: 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. -47 Page 6 California 872001 Part #'s included: 59310, 59288, 59135, 10925, 59279, 83044z, 59232 & 59732 Vector System 2000 Kit # 59018 Single piece pads with straps and slotted bolts Vector System Kit # 59007 Part #'s included: 59275, 59282, 59276, 83044z & 10999 -------------------------------------------------------------------------------- 0 00 0000�� Concrete Vector System 0 0 e e Kit # 59008 (for single stack blocks) Part #'s included: 59277, 59282, 10530, 83044z, 59279 & 59232 llll � Q=, � I Part #'s included: 59273, 59282, 10530, 83044z, 59232 & 59279 Concrete Vector System Kit # 59006 (for double stack blocks) Page 7 California c 8 2001 Vector Dynamics Foundation Systems Component Parts List Vector 2000 3 Sq. Ft. Pad, Part # 59271 1 required with 59026 Longitudinal System 2 required with 59024 Lateral System Part #'s included: 59281, 59288,10925, 59232 & 83044z Vector Lateral Hardware Kit Kit # 59024 (for use with 59271) e e V Drive Anchor Kit Kit # 59287 (for use with Kit#59007 only) Part #'s included: 59269, 59113, 59282. & 10999 Adjustable Steel Compression Strut P/N 59043 3..K. Or these products available at your local hardware store 55 Jte `�ea�edl x 4 1ple Ix 4 pt I( ea.2�' Q\ (,e Sc60e 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 ®0 0 00 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'x19.418"x3" Vector Dynamics Tension Link Part # 59282 6.25' x 2.52" x 3" Vector 2000 Tension Link Part # 59288 2.125" x 2.375" x 2.06" Concrete Wedge Anchor Part # 10530 3/8" X 3-1/2" Page 7B Slotted Bolt Part # 59135 ` 3" x 5/8" ® Long U -Bolt w/Nuts & Washers Part # 83044Z 3/8" x 4" (16 Threads Per Inch) ® ® Short U -Bolt w/Nuts & Washers Part # 10999 3/8" x 3" (16 Threads Per Inch) Californl 1 o o ®0 0 00 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'x19.418"x3" Vector Dynamics Tension Link Part # 59282 6.25' x 2.52" x 3" Vector 2000 Tension Link Part # 59288 2.125" x 2.375" x 2.06" Concrete Wedge Anchor Part # 10530 3/8" X 3-1/2" Page 7B Slotted Bolt Part # 59135 ` 3" x 5/8" ® Long U -Bolt w/Nuts & Washers Part # 83044Z 3/8" x 4" (16 Threads Per Inch) ® ® Short U -Bolt w/Nuts & Washers Part # 10999 3/8" x 3" (16 Threads Per Inch) Californl 1 a Protecto-Strap Carriage Bolt w/Nut & Washer a Part #59276 p Part # 10925 6.3" x 3.3" x 7/8" ® 112" X 2-1/2" Strap Protectors Part # 59232 0 PVC Adaptor Part # 59281 7.25" x 4/56" x 1.42" oa Protecto-Strap Part # 59279 6.3" x 3.9" x 7/8" ® Carriage Bolt w/Nut & Washer 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 G7 20 MS60 59165 60' Strap w/Swivel Connector WS600 59170 600' Part # Length 59732 12' p 59734 14' c:. 59736 16' Frame Tie w/Hook 8 ft. P/N 59195 Earth Anchors 10 ft. P/N 59210 0 12 ft. P/N 59211 0 Longer Lengths Available 30" x 3/4" with 24" helix Black Paint: Part #59095 Galvanized: Part #59079 jar= ,t Earth Anchor Stabilizer V Drive Head F 12" wide Part #59269 Black Paint: Part #59292 - Y r' I' Galvanized: Part #59294 0e. p m Drive Rodsx. ® Part #59113 0 Page 7C 1 a Vector Dynamics System for Concrete Applications ` PP Instructions for Vector Kit #59008 (for single stack blocks) or Vector Kit #59006 (for single or double stack blocks)r$,k.~°� 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 must be a minimum of 2500 PSI and sufficiently cured and set to accommodate an anchor bolt to its' full load resistance. 1. Determine location of pier sets where the Vector systems will be located. 2. Place one Vector concrete pad (galv. 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. 3. 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.0-bolt under the 2x4's and through the holes of the Vector pad as shown. 5. Place the concrete pier blocks on the Vector pad. Center the blocks under the frame. The upturned edge°end of -the Vector pads should be up against the inside of the pier blocks- 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. for concret L'.; 4� }may^).'+.'• ' `El%� e�ya'S�4 e Vector pad Concrete footer Page 8 Wood Cap and wedge Outside Tension Bracket Wedge c California 8/2001 Vector Dynamics System for Concrete Applications Instructions for Vector Kit #59008 (for single stack blocks) or Vector Kit #59006 (for single or double stack blocks) Page 2 of 2 9. Put a washer and nut on one of the 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. 1.16. Wedge the pier set at this time. x :-'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. Turn slotted bolt until straps are tight using . at least five turns on the slotted bolts. Illustration Two Inside Tie Bracket Compression boards U -bolt Page 9 Vector pad for concrete Concrete f c California 6/2001 V N (D 0 WIND ZONE I I Vector Dynamics Systems Required , J \ y I �♦♦ \ for Single Section Homes _ - -' "; : - - ' " I ♦ ` (Materials Required) ome SeOt;O<01 s,ste n�a� 5\,)5Cn9 tot otoe sta �at,on ma dation pads ♦♦♦ , Fon "- I I i < ��i �' ax.tYP• "16�11�, WIND ZONE I o (not to scale) Z3 co N 0 2 sq. ft. pad O Soil Classifications: Soil Bearing Capacity: Anchors Required': FOP 3q ft (flax. 0 C gyp. Al 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. Maximum allowable working drag load for the Vector System with the steel compression strut is 2, 3, 4A, & 4B 3,150 pounds per K2 Engineering test report. 1,000 PSF minimum 30" with 4" helix anchor (59095),12" stabilizer plates (55292), 1-1/4" frame ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side ' 0 to 72' 3 2 73 to 90 4 3 Each Vector Foundation System requires Y One Mactor Kit, 2 slotted bolls V 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. 3-1i2" or 4 nominal SCH 4Q PVC * Anchor and stabilizer plate combination pipe compression member V or 1 TDE adjustable steel strut N O CD V -Drive anchors are used only in WIND ZONE I (not to scale) \2 sq. ft. pad/ NOTE: Vector Systems should be spaced as evenly as Anchors Required Is practicable along the length of the home. Pier spacing WIND ZONE I Per Side " Instructions and/or state requirements. Maxlmum allowable working drag load I Vector Dynamics Systems Required 3 compression strut Is 3,150 pounds per Soil Classifications: 2, 3, the K2 Engineering test report. Soil Bearing Capacity: Single Section Homes Anchors Required': "V" Drive Anchor, Part Number 59269 1-1/4" frame ties w/4725 lbs. min. breaking strength. When using "V" Drive Anchors 73' to 90' Difficult Soil Conditions -- "---- - • or 1 ea. 3-1/2" or 4' nominal SCH 40 PVC pipe compression member (center compression member only) �' h°y e nie �a1 guidelines' Section ie VectO or a 1n 1k � g stailat�On ie of SP EXaCnP hogs genebe to o = - - - - -,\' iiiustraklo spacing to I a ads \\ dation p I N O CD 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 consistent with home manufacturers' installation Per Side " Instructions and/or state requirements. Maxlmum allowable working drag load for the Vector System with the steel 3 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 using "V" Drive Anchors Home Length Vector Systems Anchors Required Each Vector Foundation System requires "V' Required q Per Side " • one Vector Kit, 2 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' to 90' 4 4 • or 1 ea. 3-1/2" or 4' nominal SCH 40 PVC pipe compression member (center compression member only) • or 1 TDE adjustable steel strut * "V" Drive 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. n sv A Metal Pier Sets 1 \ ZONE I Vector Dynamics Systems Required for Single Section Homes Up to 72 ft._ (Materials Required) _ - , . - - 'ction borne.... uldellnes' I I • Se for sY �ua1 (or vecatio° ma fne 1e of 372 ral spate g t install �Xar(tpshoWs g ust be to ° lllusrat�d spa°�n9 m ' I ,dation pads a , _ _ ; ; _ _ - _ � ' 1 Fou , --_ � �1 J I ax, tip. � I _ ' 3q it. m ` I 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 or 2 ea. 2 x 4 wood compression member Home Length Vector Systems Required Anchors Required Per Side ' 0 to 72' 3 2 73' to 90' 4 3 Ancnor and stabilizer plate combination NOTE: Vector Systems should be spaced as evenly as is practicable along the length of the home. TIE DOWN JJJGJNffRJNG ty w a tv 0 WIND ZONE I :.It:::.,:,. "" - y e nes. 'de\Vector Dynamics Systems Required edof\hken9ut duoe s vecko nan for Double Section Homes ng°sta\�al`o--e eehom (Materials Required} - - - msolds_g�kbe! -ad n tlluscrnsPac9 ms , ♦ - aI , \ e dg%n 1 � Fours o--"-- a xikl'e — ♦ 1 _ .0 I ` \ ,- _. t `�. '•� LAK ��°� \ _ ax,ryP• ♦ 1 t V RS NP, Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. �2 sq. ft. pads Soil Classifications: Soil Bearing Capacity: Anchors Required: NOTE: Vector Systems should be spaced as evenly as Is practicable along the length of the home. Pier spacing must be consistent with home manufacttrers' installation Instructions and/or state requirements. 2, 3, 4A, & 413 1,000 PSF minimum None (marriage wall anchors may be required by home manufacturer) Home Length Vector Systems Required 0to48' 2 48' to 71' 3 72' to 89' 4 Each Vector 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 member • or 1 TDE adjustable steel strut T N O (D C� v O AN Co N O O WIND ZONE 1 _ Vector Dynamics Systems Required 9dett^es' for Multi Section Homes �slS�n9P°r Latta°°^ma^°at 1 ^scat sP home t^s _ _ — ' - , 1 ♦ \ (Materials Required) r�;�_-�'°sh Ws mus bet° 1 `, ascend S936In9 t ♦ datton Pa ou^ 'sir 1 , - pis _ � _ _ � — — _ B i �.[.v4 m0x.lyD• ` 1 �a Soil Classifications: 2, 3,4A, & 48 Soil Bearing Capacity: 1,000 PSF minimum /l WIND ZONE 1 Anchors Required Home Length Vector Systems Required Per c Homes up to 48' 2 Vector Foundation Systems 0 Homes over 48' 3 Vector Foundation Systems 0 up to 52' variance + or - Is allowable at each system.Pler Homes over 52' 4 Vector Foundation Systems 0 up to 76' One Vector Kit /l WIND ZONE 1 Maximum allowable working drag load NOTE: Shear wall, ridge beam support posts & for the Vector System with the steel marriage wall straps & anchors may be required by compression strut Is 3,150 pounds per the home manufacturer. the K2 Engineering test report. 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 Materials: Each Vector foundation system requires manual. One Vector Kit 2 ea. 1-1/4 in. ties (4725 lb. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member - 1 or 3-1/2" or 4" nominal SCH40 Pipe compression member or 1 TIDE adjustable �2 sq. ft. pad/ steel strut WIND ZDNE II (Hurricane) I � Vector D�na mics Systems Requiredforn le Section Homes " _ -'; """ l,mestem \\nes (Ma erials Required} -: _ _ '' Singe er el on ma ua\ 9u\de - i , i - ' " " " of 2 12 to S\")o me \nsla\1a _ I I ample �s gen t be 10 ho on Sho mus \\\usual%d sPaC%n9 ds an 93 I � \ I � — _ _ — 'r""4'•x,,:9 :,� ,:scsy�a � ,.3' r jxi 'NOTE: For single section homes 2u,m with eaves that exceed 6 inches in Zone 2, two additional frame ' '4r; ; tie anchors with stabilizer plates - o' Oi (one anchor and one plate per =$';a' � �• ` � side) must be Installed in additon ,u to the number of anchors listed in the chart below. C� WIND ZONE II (not to scale) N� 9 co N O 0 2 sq. ft. pad Soil Classifications: Soil Bearing Capacity: Anchors Required': 2, 3, 4A, & 413 1,000 PSF minimum 30" with 4" helix anchor (59095); 1-1/4" vertical ties w/4725 lbs. min Home Length Vector Systems Required Anchors Required Eaves 6" or less Eaves over 6" less than or equal to 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 9 Maximum allowable working drag load for the Vector System with the steel compression strut is 3,150 pounds per the K2 Engineering test report. breaking strength. Vector Systems should be spaced as evenly as is practicable along the length of the home. Pier spacing must be consistent with home manufacturers' Instructions and/or state requirements. 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 membe , • or 1 TDE adjustable steel Strut WIND ZONE II Vector Dynamics Systems Required - - e for Double Section Homes - - _ "' Ube Se��e� mamUa- 9�'de1tne� (Materials Required) Of a 72 it s pacln to, alk3�%0n !y CQ co Maximum allowable working drag load —► for the Vector System with the steel compression strut is 3,150 pounds per the K2 Engineering test report. O 0) CD N 0 0 SXamp sh°VdS ge Sebe to Y\o (111ustr nd Spacing tn�_ ' ♦tion Pads 1 ♦♦' ,Fonda -' ,-_- ♦♦. I . ♦ � ♦ _ � IQ`s ' :�� ♦ , ; _ I *♦ \ � :fes _ - ._ � 6Y+".° i;' ♦ I : »a4 - � `' �,r�: 2It. max• , � _ - I NOTE: Vector Systems should be spaced as evenly as Is prac the length of the home. Pier spacing must be consists manufacturers' Instructions and/or state requirements Soil Classifications: 2, 3, 4A, & 46• 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. Home Length Vector Systems Required Anchors Required Per Side 0 to 48' 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. lies, 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 0 v O 7 AN 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 04\� 'terns!1de11nes. ` ♦ , 9e�1�aVector sYmancal 9e 1♦ , ofsPa0ln9e lnstallaUon `,., �S21hoWs 9 �s�rbe to horn , , — — ♦ i , ♦ , ♦ ` ♦ ♦ � ' � � � ' , - ' ' �118esrapld sPacin9'n _:::.�♦ ` ♦ 1 ♦ ` ♦ ♦ dalton 9 <.: ♦ 1 ♦♦ 1 . IF _ figs ♦ 1 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. sq. ft. pad Materials: 'Anchors Required Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Home Length Vector Systems Required 'Anchors Required. per Side 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' Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member 3/4" x 30" anchor (59095), or 2 ea. 2 x 4 wood compression member with vertical straps or 3-1/2' or 4" nominal SCH40 Pipe compression member or 1 TDE adjustable steel strut 4 VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS This Vector Dynamics Foundation system instruction is applicable only on homes set on soils classified as Class 4A 4B, 3 and 2 as described in the table below. For separate instructions for sub -soil, Class 5 conditions (above 50 in. lbs.), contact Tie Down Engineering. SOIL CLASSIFICATIONS Soil Class Types of Soils Blow Count (ASTM Soil Test Probe (1) D1586) Torque Value (2) 1 Sound hard rock...... NA NA Very dense and/or 40 -up More than 550 in. lbs. cemented sands, coarse 2 gravel and cobbles, preloaded silts, clays, and corals Medium -dense coarse 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 4B and silts, alluvian fill 175-275 in. lbs . Peat, organic silts, 0-14 175 in. lbs 5 inundated silts, loose fine and lower sand, alluvium, loess, varied clays, fill, fly ash. (1) The purpose of the soil test probe is to gage the strength of the soil below the surface and near the anchor's helical plate. The strength of the soil is estimated in terms of its' resistance to penetration (flow) under load by means of the torque probe and is measured in inch lbs. The test probe has a helix on it. The overall length of the helical section is 10.75 in.; the major diameter is 1.25 in.; the minor diameter is 0.81 in.; the pitch is 1.75 in. The shaft must be of suitable length for anchor depth. (2) A measure synonymous with moment of a force when distributed around the shaft of the test probe. Information about geographical areas of termite infestations which might require the optional termite and moisture shield when a wood compression member is used may be obtained from the local building official or may be found in the 1995 edition of the One and Two Family Dwelling Code. 4° c o� Page 18 California 8/2001 i t 1 PERMIT NO. ,� _ 5843-80B PERMIT EXPIRES �& OWNER Jack Eyler CONTR. owner ASSESSOR PARCEL 62-50-48 LOCATION W/S Webster Ln., app.150'S.of Pine.- Tree Lane, lZ mi.E.of Oro Quincy Hwy a e n d Temp. Power Pole Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Service Called PG&E JOB FINALE[ Signature = OK = Not OK = Not Applicable MOBILEHOMES MISCELLANEOUS = Not Ready Date MOBILEHOME UTILITIES (Plans) OK except N's Date DEC COVERS, CARPORTS, ETC. (Plans) OK except q's 1. Zoning Requirements -Setbacks -Easements Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch _ ings; Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/0 -Concrete I _ ecks; Girders and/or Joists -Decking -Bracing -Stair Ra 4. Water; Location -Test -Easement Needed (Sketch) - a s-Rftrs.-Connec.-Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp-Concreteice-Decal-Enclosures 6. Gas; Location -Test -Wrap:/ /"L"ft./ /"Nat.or/ /"L"ft./ /"LPG 6.rQaAaLtc W4 ^-ors 7. Utility Clearance Card -BI Date Card -BI Date Card- Dat 3- Card -BI Date Card -BI Date Card -BI Date Card-B�Date::Z:2f • Card -BI Date Date MOBILEHOME INSTALLATION (Plans) OK except q's 1. Zoning Requirements -Setbacks -Easements Date POOLS (Plans) OK except N's 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances 4, Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/0 to Grade -HD Approval 6. Elec.; Enclosures; Conduit Entries -Terminals -listed 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip.w/5'-Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B -I Date Card -BI Date Card -BI Date Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date = OK = Not OK = Not Applicable = Not Ready RESIDENTIAL )Single,and Duplex) , Date UNDERFLOOR Plans OK exce t#'s Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings 2. Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 49. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 3. Ftg., Garage; Soils -Steel- / /" Ftg. Depth 50. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4. Ftg., Porches & Decks; Soils -Steel- / /'' Ftg. Depth 51. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5. Stemwalls, Main; Steel-Blockouts-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 8. D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 54. Glazing Area -Glass Protection -Skylights -Plastic 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 Card -BI Date Card -BI Date Date Card -BI Date Card -BI Date Card -BI Date Date FINAL (Plans) OK except N's Card -BI Date Card -BI Date Date PLUMBING (Permit) OK except q's 56. Ext. Steps -Door & Sidelight Protection -Landings 57. Smoke Detector 14. Water Ht.; Vent -Access -Combustion Air 58. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 15. Water Pipe; Test & Anchors -Nail Protection 16. D.W.V.; Test-Fttngs & Anchors -Nail Protection 59. Bedroom Exiting 17. Shower Pan; Test, First Floor -Tub Access 60. G.F.I. & Bath Fixtures & Tub Access 18. Test Tub & Shower, 2nd Floor -Tub Access 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 19. Gas Pipe; Size & Anchors 62. Stairs & Rails 63. Fireplace or Stove; Clearances -Hearth Card -BI Date Card -BI Date 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 q's 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper 20. Fixture & Transformer Clearance -Ins. Protection 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 21. Elec. Receptacles Spacing -Lights &Switches at Doors 70. Plb., Elec. & Mech. Equip. Listed for Location 22. Size Boxes & No. of Conductors -Stapled 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 23. Romex Installed Close to Edge of Studs & C.J. 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 72. Insulation -Foam -Looked in Attic F] Yes Guard Rails &Deck Construction -Post Caps 25. 2 Appliance Circuits in Kitchen &Conductor Size 74. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or At, Insulated Neutral ❑Yes E:) No 75. Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑Yes 0 N 28. Service -Riser Conductors & Ground -Main Disconnect 76. Stucco; Brown -Finish 29. Equip. Clearances; Panels-Motors-Mech. Equip. 77, A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 30. Clothes Closet Light -Shower Light 78. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. 79. Water Well; Disconnect, Electrical, Plumbing 80. Exterior Elec. Trim; G.F.I. Receptacle -Underground Card B -I Date Card -BI Date 81. 82. Ventilation throughout House Glass Protection Card B -I Date Card -BI Date Date _ MECHANICAL (Permit) OK except q's 31. A.C. Ducts; Insulation & Support 32. Vent Fan; Exhaust above Insulation 83. Corrections from Previous Inspections 84. Gas Test -Meters Tagged; Gas -Electric 85. 86. Water & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates 33. Condensate Drain & Overflow; Size & Grade 34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic Card -BI - Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Comments at Final: Date FRAMING(Plans) OK except q's 36. Sills; Proper Material & Anchors 37. Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound _ 38. Bearing Walls over Girders & Floor Nailing 39. Draft Stop in Walls (rat proof) _ 40. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 41. 42. 43. 44. 45. -Header & Beam -Size & Bearing Hangers -Post Caps -Anchors -Connectors Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthnq.-Rfnp. _ Fireplace Ties or Type A Flue -Fireplace Throat Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 46. _Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 47. Garage Fire Protection Framing (NOTE: Anentry must be made each time you visit job site) J , COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS P RM T NO. 7 County Center -Drive - Oroville, California 95965 - Telephone 916/534-454 APPLICATION AND PERMIT V ASSESSOR PARCEL NUMBER T ZO ING _ 2 BUILDING PE OWNER TELEPHONE v.-- -- SQ. FT. OCC. BUILDING VALUATION OW R'S MA ING ADDR ES S13 XQ ' V VJ, c] CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER 0-7-1Q, UNKNOWN Fireplace Total Valuation I $ 777 :1L LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ , O Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDIN ADDR SS / PLUMBING PERMIT FiIingFee 3.00 Each Trap 2.00 Repair drainage or vent piping 2.00 U MA Water piping LOT NO. SIPBCQVISION AMEPARCEL MAP Each qas water heater or vent 2.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome Other SPECIFY Building sewer Lawn sprinkler system 2.00 TYPE OF WORK New F-1 Addition❑ Remodel❑ Utilities M Installation❑ Other Describe work: — Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 3.00 Main service 100 AMP OROR LESS5.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONS. OR ADDNST ( ACCLBLDGS.CCUPDWELING ,&� 20sgft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification 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 CONSTR U TI -OUTLET NON-RESID BRANCH CIRC ITS 2.50 ea NEW CONSTR ( POWER APPARATUS &) NON -RESID. SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 50@25S BAL@1o¢ Ex. Occup. FIXED APPLES. OR p•(DUT LETS (RESID,) EA.� 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 6,25 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. vt�l 1 shall not employ any person in any manner so as to become subject �Y 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 FiIIng Fee 3.00 Heating Cooling Hood 2.00 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 ;ag t aid County in consequence of the granting of this permit. ��/ Date b Signatu e f Applicant 0 er�Contractor ❑ Agent An A permit is require or excavations over 5'0" deep and demolition or construct- ion O structures over 3 stories in height. Mobile Home Installation Fee $ Land Development Fee $ TOTAL PERMIT FEE $O OCCUP. GROUP I TYPE OF CONST, JP711 P. V 5su�, f/ This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIREC OF PUBLIC By PE IT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS atelZ��_�o Receipt No. WHITE-D.P.W., YELLOW-ASSESSO , PINK -INSPECTOR, GOLDENROD -APPLICANT t " " NOTE:—All Materials & Workmanship Shall Be in _Accordance .with Recognized Good Practices and of a quality 'prescribed for the Specified use in the Uniform Buildinq, Plumbinq & Mochanicad Codes and fhe National Electrical Code. W b S \ 1 (i I This set of plans and specifications �Sf T 6e \ kept on the job at all times and it is ural ulto make any changes or olterotions on somelvithout J, written permission from the Department of Public x Works, County of Butte. q A setback of 5 ft. property lines ani of 50ft. from the centerline shall bf structures or equi for a 2 ft. eave o% rom the a setback lea of lent except hang. 7 w r 5843-80 BUTTE COUNTY BUILDING DEPARTMENT APPROVED ��- 4 Go . 4 I m 0 �iY`O/9 aa,ld e i Er - I 4 Pier Wock goom TT � • xttw�8 4- i r� 'SQ6�32/1 �'o 35621V 1W/dXl 571V--IQfVdN 3GW)oad �r F ui fL o w t9 �. D 0 5 co I�. i �r F ui fL o w t9 �. D 0 5 co ( s PERMIT NO. 3770,81B PERMIT EXPIRES Id OWNER Jack Eyler CONTR. owner ASSESSOR PARCEL 62-50-48 LOCATION W/S Webster Ln.,150'W.of Pine Tree Ln.,12 mi.E.of Oro Quincy Hwy, Berry Creek Temp. Power Pole_ Called PG&E _ Temp. Elec. Service Called PG&E Temp. Gas Service Called G" &E_ JOB FINALED (Date) /r —/,I `V Signature J = OK 0 = Not'OK = Not Applicable MOBIL•EHOMES ' ' MISCELLANEOUS = Not Ready Date MOBILEHOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements—Setbacks—Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except #'s oning Requirements—Setbacks—Easements 2. Soils; Special MH Support—Sketch 4--Fee,4ngs; Size—Depth—Spacing—Connectors 3. Sewer; Location—Test-Fall-C/0—Concrete 3-44eeks-Girders and/or Joists—Decking—Bracing—Stairs—Rails 4. Water; Location—Test—Easement Needed (Sketch) A_A*cITdAwn.; Posts—Beams—Rftrs.—Connec.—Shthg.—Rfg.—Bracing 5. Electricity; Location—Clearances—Grnd.—/ / Amp—Concrete 6--A1am. Awn.; Columns—Connections—Splice—Decal—Enclosures 6. Gas; Location—Test—Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG &.--t'dt�6rTs; Windows—Doors 7. Utility Clearance 7, lec. Card -BI Date Card - BI Date Card- ate /,$ —(y d-61 Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements—Setbacks—Easements Card -BI Date Date Card -BI Date POOLS (Plans) OK except #'s 1. Setbacks—Easements 2. Footings; Size—Spacing—Marriage Line 2. Soils; Compaction—Structure Stability 3. Gas; MH Test—Demand—Valve—Connector 3. Pool Structure; Steel—Connections—Thickness—Dead Men—Lining 4. Electricity; MH Test—Crossovers—Breakers—Clearances 4, Elec.; Receptacles and Lighting; Distances—GFI 5. Drain; MH Test—Fall—Flex Connector 5. Elec.; Pool Lighting; 15 volts—GFI 6. Water; MH Test—Regulator—Connector 6. Elec.; Enclosures; Conduit Entries—Terminals—Listed 7. Water and Sewer Connected—C/O to Grade—HD Approval 7. Elec.; Bonding; Metal w/5'—Circulating Equipment—Heater 8. Gas and Electricity Tagged 9. Exits; Insp.—Sketch 10. Cert. of Occupancy 8. Elec.; Grounding; Equip. w/5'—Circulating Equip.—Pool Lghtg. Boxes—Enc losures— Pane lboards—Ins. to Main in Conduit 9. Health Department Approval 10. Plumb; Cir. Test—Water Supply Test Card B -I Date Card -BI Date Card -BI Date Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date = OK = Not OK = Not Applicable RESIDENTIAL (Single and Duplex) Not Ready t 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.- / /" Ftg. Depth 49. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 3. Ftg., Garage; Soils -Steel- / /" Ftg. Depth 50. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4. Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth 51. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5. Stemwalls, Main; Steel-Blockouts-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 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 q's 56. Ext. Steps -Door & Sidelight Protection -Landings Card -BI Date _ Date Card -BI Date PLUMBING (Permit) OK except q's 14. Water Ht.; Vent -Access -Combustion Air 15. Water Pipe; Test & Anchors -Nail Protection 57. 58. Smoke Detector Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 16. D.W.V.; Test-Fttngs & Anchors -Nail Protection 59. Bedroom Exiting 17. Shower Pan; Test, First Floor -Tub Access 60. G.F.I. & Bath Fixtures & Tub Access 18. Test Tub & Shower, 2nd Floor -Tub Access 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 19. Gas Pipe; Size & Anchors 62. Stairs & Rails 63. 64. 65. Fireplace or Stove; Clearances -Hearth Elec. Outlets at Wood Panel; Int. & Ext. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date Card -BI Date Card -BI Date 66. Elec. Outlets & Receptacles at Kit. Counter Date ELECTRICAL Permit OK except q's 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper 20. Fixture & Transformer Clearance -Ins. Protection 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 21. Elec. Receptacles Spacing -Lights &Switches at Doors 22. Size Boxes & No. of Conductors -Stapled 70, Plb., Elec. & Mech. Equip. Listed for Location 23. Romex Installed Close to Edge of Studs & C.J. 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 72. Insulation -Foam -Looked in Attic E] Yes 25. 2 Appliance Circuits in Kitchen &Conductor Size Guard Rails & Deck Construction -Post Caps _ 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 74. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or At, Insulated Neutral ❑Yes El No 75. 76. Following instid.: Drive E) Yes E) No; Walks ❑ Yes ❑ No; Planters ❑Yes 0 N Stucco; Brown -Finish 28. Service -Riser Conductors & Ground -Main Disconnect 29. Equip. Clearances; Panels-Motors-Mech. Equip. 77, A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 30. Clothes Closet Light -Shower Light 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 Card B -I Date Card -BI Date 81. Ventilation throughout House Card B -I Date Card -BI Date 82. Glass Protection Date MECHANICAL (Perrr,it) OK except q's 31. A.C. Ducts; Insulation & Support 83. Corrections from Previous Inspections 84. Gas Test -Meters Tagged; Gas -Electric 85. Water & Sewer Connected -C/O to Grade -HD Approval _ 32. 33. _Vent Fan; Exhaust above Insulation Condensate Drain & Overflow; Size & Grade 86, Energy Compliance Certificate -Other Certificates 34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic Card -BI_ _Date Card -BI Date 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 FRAMING(Plans) OK except q's Comments at Final: 36. _Sills; Proper Material & Anchors 37. Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound 38. 39. 40. Bearing Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) Fire Stops; Furred Ceilings -Stairs -Chases -Tub _ 41. 42. 43. 44. Header & Beam -Size & Bearing Hangers -Post Caps -Anchors -Connectors Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthnq.-Rfnq. Fireplace Ties or Type A Flue -Fireplace Throat 45. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 46. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 47. Garage Fire Protection Framing (NOTE: An entry must be made each time you vi sit job site) COUNTY OF BUTTE - DEPARTMENT OF' PUBLIC WORKS PERMIT NO. ^/ 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 C��/ r' APPLICATION AND PERMIT �7 ASSESS R PARCEL NUM R ,. ZONING BUILDING PERMIT OWNER VAcl� L yL TELEPHONE 589-3/63 SO. FT. OCC BUILDING VALUA ION% J � v"' ` C O'S Ml�)LING AWS // ga� ^ CONTRACTOR'S NAME TE EPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is T —;;o, Ov Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee . $ ,0-7 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ /—?.,g e> Penalty $ ARCHITECT OR ENGIN ER'S MAILING ADDRESS Permit fee $ `0 d BUIL p G ADDREIs T`uL / &A) �� / s. 01-� (,PIA)C- PLUMBING PERMIT Filing Fee 10.00 . LN.. Each Trap 2.00 Repair drainage or vent piping 5.00 ' Z [/ 049/' 411A)jjl �`d &J- W 4eer— Water piping LOT NO. &UBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome Other SPECIFY Building sewer Lawn sprinkler system 5.00 TYPE OF WORK New ❑ Addition ZRemod'el ❑ Utilities [I Installation ❑ Other ❑ Describe work: AtJAJIAUG/ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP OR001 OR LESS5.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. /DWELLING OCCUP.al OR ADDNS. \ ACC. BLDGS. 2¢sgft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ 1 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 RL 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) ❑ 1, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NON.RESID R ANC RCTITS 2.50 ea BRH C'. NEW CONSTR. (POWER APPARATUS S1 NON-RESID. (SINGLE OUTLET CIR. / 5025C Ex. Occup OUTLETS OR FIXTURES BAL@too FIXED APPLNS. OR EX. Occup. (-FULETS IRESID.) EA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee 10.00 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. 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 IiAbilities, judgments, costs, and expenses which may in any way accrue ag aid County i on equ a of the granting of this permit. gnatu f Applicant — Owne Contractor ❑ Ag enr ❑ An permit is required for cavations over 5'0" deep and demolition or construct- ion o structures over 3 stories height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $LZI, 00 TW occ P. ROUP I TYPEOF CONST. V'— PAYL P; i� MD ISSUE_ This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECT OF PUBLIC ` BY PER E (RES Date_ the applicable provi- resolutions to do fees have been paid. WORKS Date Receipt No. �lO WNITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT 1 .._. _..:. r•-" -•4 `'�:�c �- �.......��-+w'owo�+a.r.w---t.........-w�w.wv.o..�+..r-.+�,-+r� a-_r.—'__".,ip-... - .�. r�...».. .. —All R: Wor, krransKip . Shall Be in } �d Practices and j� "GbF#� lI yiateix�s^'''i F-'6 r.,c ��cc &o' i�SrCri��.f ,y � �b lb&hmg' Ilk the �e<c Of, �- IC1 G?if?e1� ,:Stn i t 'let. r .on°�il'1 i tF4 t, ,dyt• ivr�'c� n{cal Ci,dor, and n+ion al Elecfrical Code, • ® ��"� �_ �� �_� ..._ ..... _ r 4.,. a. ; ........ -- • alt - VP 1. .I , :, s• •�/ ,,.\�; _ ' � � ., . Thisse+ nr Ojrjns. rind spec r`; afire �s< k5T be i { ICep+ on +h< io'r. c;'f' oil I,,, f ,!� ry' ..t - � ci i. is url�at�.fs�l fr,, ^ c� � rr x i T{C3• ^ rJ:lY changes or frl:.., i (' i O1j {N°t {�ra(�? 4 C7 I Wrlf?Et7 rrriss;an fr etn i'fl8 J i f i ..;_ ,. Epc�i-rrrieropt -� Warks, .,our+y of L-utfe. C'y 10 64. ac.5 Tt. from the prope:-Iv 1 ne! aid a Seib r)f .:0rt. from t4e road Cr?i?tBi 1{±1 Sha 16e :.fear of sirucir!res or t..abipmert except As tback o f 5' t. from the Property lines and a setback of 50ft. from theroad ± centerline shall be clear of ; ` ,.. structures or equipment except for' a 2 ft.`eave';overhanc• ' �y . A� BUTTE COUNTY lens and spPcificc�tican5 MUST b This set of p BUILDING DEPARTMENT ke o t on the lob at all +imn� .and it-is am© with ut . P es or altn� t.1 s _ p p `, '.. mgke any Chang ( R O V E wiien1inission from the Departmen'r of Public Works, County of Butte. -� `\`�.`\ Sir \ i�\\�! /r'✓� \� ' f �- � k w 1, a,�� � - \,� : �+ y'\,= � � � • �, �� � ` \ 1 ! � � 1 i F 1 � � 4 9 l- _� k _... _„-- �--_... ' - - ; � '-_.. ",i' c_D X �� was 3� j� �✓ k , I i adeA�a���b � •t <11 Lift r PERMIT NOr 3226-79P,E PERMIT EXPIRES OWNER Jack Eyler ' CONTR. oner 62-50-48 LOCATION (A.P. ) W/S Webster Lane, 150'So.of Pine Tree Ln-, 12 mi. E.of Oro Quincy Hwy, Berry Creek 7'/lt4 6o<—e 7—.267) 1 7.fir % -- �o j Temp. PowePole Called G&E Temp. ec. Serv. r - Y-0 'e � 4+ Ca led PG&E Te Gas Serv. Called 84 RAE `^^ ? FINAL ED (Dat) (Signature) f (NOTE: An entry must be made on this form each time you visit the job site.) COUNTY OF BUTTE --DEPARTMENT OF'PUBLIC WCgKS BUILDING INSPECTI'ON RECORD BUILDING BUILDING. (Cont'd) PLUMBING Set ck wall S Piping Form ar 1 Floor Mal Bldg. ?Restr;m Finish 2n Floor oFtins ndo 3rd oorSte all din To out Slab oof SheaXing Water Pi Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Stemwal I Garage Vents J Insulation Water Htr. Heaters Slab Carport Footings Prov. for phsical handica ed ® Conformance of ex. Y structure A liances Gas Piping & Test ielk Temp. as Slab X Final Sanitation 'Patio IA REP CE Final Footings Footing EJfECTRIftI- Masonry Walls Throat Rough Reinf. Steel Final Fixtures Bond Bea AIRE SPRINKLER Motors _ Framing Test I Water Htr. Stucco Final it Subpanel%41 �► Mesh MECHANICAL Gird. Fab Prot. Scralth Heati Servic _ B n Coo ng T p. Pole _ F ish D is der round Nor Lath ntIlation ermanent or Closer i anal final MOBILEHOME UTILITIES------------------ Elec- Service�� ' �(,,/ W t �(, �.--Elec. Pedestal Water Piping — Sewer—,L�.i_ �� r! I E ME INSTALLATI N - - - - - - - - - - - - - - Support Water Piping ;,D —3e GLS Drainage Gas Piping Wo Elec. Continuity Gas Piping D DATE REMARKS OR CORRECTIONS y0i'itrAz' oxz� 4 w /S TD J1T LX-, qD,' (NOTE: An entry must be made on this form each time you visit the job site.) COUNTY OF BUTTE --F �•- WORKS 7 COUNTY CENTER DRIVE OROVILLE, CA`IF. - 534-4541 CERTIFICATE OF OCCUPANCY This mobilehome has been installed in accordance with the reqquirements of the California Administrative Code, Title 25, C apter 5, Under permit, number,��742' 1 V for the following location: W.5 w&f641- tL•- 4el Owner-/- A- Owner's Address Z& Mobilehome Mfg. Model =� -3 ^� Year // Insignia No.(A - %.3 ��%I%SiS j� Serial No. � It is hereby certified for occupancy at the above described location and may be occupied. Direct of ,Public Works Date ZQ- .31 - � � By ( THIS CERTAFICA TE IS NtOID WHEN MOBILEHOM. IS RELOCATED White - Owner, Yellow - Installer, Pink - D.P.W. i COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 695 Oleander Avenue, Chi -I — Phone 343-4211, Ext. 70 7 County Center Drive, Oroville — Phone 534-4541 Skyway and Elliott Road, Paradise — Phone 877-3435 CORRECTION 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 whey correction of work•is`complet-ed. If you have any question pertaining to this matter, or need additional *explanEtion, please contact this office immediately. 'A 10 Y Inspector 9. Electrical A. Is service large enough to provide adequate amperage to mobilehome (must equal rating of mobilehome with a minimum of 100 p) and other facilities on lot, i.e., water pumps, garage, cabana, etc.? Yes' o_ B. Is there proper clearances around panels? Yes 4-1 No C. Is power supply cord or feeder assembly properly fused? Yes -,--No _ D. Is continuity test satisfactory as per the following procedure? Yes 1. De -energize electrical wiring system of the mobilehome at the pedestal. 2. Make sure that the power supply cord or feeder assembly conductors, including neutral conductor, have been disconnected. 3. Switch all breakers and switches in the mobilehome to the "on" position. 4. Connect one lead of a test instrument to the mobilehome grounding conductor and apply the other lead to each mobilehome supply conductor, including neutral. 5. All non-current, carrying metal parts of the mobilehome (aluminum siding, gas line, water line), including fixtures and appliances, shall be tested for continuity from such equipment and the grounding conductor. 6. Upon completion of the above procedure, the power supply cord or feeder assembly .conductors shall be connected to the site.service equipment. A further continuity test shall then be made between the grounding electrode and the chassis of the mobilehome. Upon satisfactory completion of the electrical tests, the lot or site service equipment may be approved for energizing. 10. Is job card signed by Health Department for water and sanitation? 11. If everything okay.,,sign off card and tag services. MOBILEHOME DATA Manufacturer and/or Namestyle� L1/� Length1f,5 0 Width � Vehicle Serial No. �— G State Identification No. 1 `7�s'iS`� Additional Information or Comments: k. . MOBILEHOME INSTALLATION INSPECTION CHECK LIST 1. Is the mobilehome located with,required separation from lot lines and buildings and generally conform to plot plan? Yes�To_ 2. Does the mobilehome have required clearances above ground? (Sec.5085) Yes 3. Are footings and supports.properly sized, spaced, and braced as per pproved plans? (Note possible variation at spring shackles.) (Sec. 5082 & 5083) Yes_ o 4. Is the mobilehome level? (Sec. 5088) Yes 5. If more han a single unit, are crossover connections properly installed? (Sec. 5088) Yes No 6. Water A. Is flexr le connector of adequate size and properly installed (1/2" ID min.)? (Sec. 5566) Yes i/ No B. Test - Does water piping withstand working pressure or 50 lbs. air test? Yes '-*�"No lab'Backflow - If coach is not State of California approved, does station have backflow device and pressure -relief valve? Yes No 7: Wastes and Drains A. Is connection made with Schedule 40 DWV and have flex connectors at each end? YeO No B. Does it have minimum" per foot slope and is it properly supported? Yes C. Are any leaks detected in drainage system after running3-g llons of water through each fixture including washing machine standpipe?.Yes_ No . IIDf coach is not State of California approved, does station have required trap and vent? Yes No 8. Gas Piping and Gas Vents A. Connector - Is mobilehome connected to the gas supply with an approved 3/4" minimum mobilehome connector not more than 6 ft. long? Note: All piping is to be at least as large as the mobilehom gas line inlet without reductions other than the mobilehome connector. Yes B. Test OK as per following procedure? Yes_ Open all appliance connector valves. �� Shut off appliance burner and pilot valves. Air test with manometer to 10"-14" water column, or test with slope gauge (minimum 6oz.-maximum 8 oz.) calibrated in tenth pound increments. Test for 10 min. without drop. 4 e—C-o-nnect gas meter to mobilehome with connector, turn on gas, test connections with soapy water. C. Are all appliance vents properly installed? YesNo' COUNTY OF BUTTE•- DEPARTMENT GF PUBLIC WORKS PERMIT NO.7 County Center Drive - Oroville, California 95965 - Telephone 916/534-45nAPPLICATION AND PERMIT S OR PARCEL NUMBERZO - — ING - JL, BUILDING PER 0NE r' 'TELEPHONE SQ. FT. OCC. BUILDING VALUATI N OWNER'S MAILING ADD ESS CO TRACT R'S N E S �iC . TELEPHONE ' CON RACTOR'SMAILING ADDRESr�1�a,� l—L CONSTRUCT ON LENDER UNKNOWN • Fireplace Total Valuation $ LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 01 Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRE S Permit fee $ BUILDIN ADDREw55 W W PLUMBING PERMIT Filing Fee 3.00 t %" Each Trap 2.00 Repair drainage or vent piping 2.00 Water piping LO NO.SU BV>IVISION NAME PAR EL MAP Each plas water heater or vent 2.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF❑ Duplex❑ Mobilehome Other SPECIFY Building sewer Lawn sprinkler system 1 2.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation Other ❑ Describe work: — Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 3.00 Main service 100 AMP ORSLESS 5.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OCCUP.& OR ADDNS. ACC. BLDGS. 20s4ft CONTRACTORS LICENSE LAW I d cl re under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code an 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 NE C ON NON- R BRANCH CIRCTITS 2.50 ea NEW CONSTR. (POWER APPARATUS e� NON-RESID. SINGLE OUTLET CIR, Ex. Occup(OUTLETS OR FIXTURES 50@� BAL@10¢ Ex. Occup. ( FIXED TS (REAPPLNS. OR p•\OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 6.25 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE 1 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 3.00 Heating Cooling Hood 2.00 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 granting of this permit. against �Zzye;FA=, Id—C21_.�/J X Date_0 Signatur f Applicant — ner ❑ 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 $ Land Development Fee $ q TOTAL PERMIT FEE $ s OCCUP. GROUP I TYPE OF CONST, PARCEL PD I NO I ISSUE This permit -is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECT R OF PUBLIC BY ` P I EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date ! > -'Z'Z- 'r! Receipt No. �37`?� WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA. PHONE: 534-4541 MOBILEHOME INSTALLATION SHEET 1. Owner's name: 2. Installer's name:rP.s' S1 1p'Ioae rhes 3. Is the site currently under permit? Yes No (If yes, furnish permit number ) OR Is the site an existing site? Yes / / 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 7 / No (If no, clarify ) 5. f . What is the mobilehome electrical rating? --------------=--------- /00 Amps 6. What is the mobilehome site service rating? --------------------- / Amps 7.. What is the mobilehome site circuit breaker rating? --------- ---- �.. / y.•: Amps 8. Is there any other electric load to be served by the mobilehome siteservice? --------------------------------------------------- Yes No (If yes, identify the load and size: (Load) a (Amps) 9. What is the mobilehome site gas pipe size? ---------------------- :.: %•... (in.) 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? ------------------------------ (BTU) In (This information not required if pipe length less than 6 £t. on natural gas or less than 50 ft. on LPG.) MOB-ILEHOME SUPPORT'DATA If other than single wide, Mobilehome Mfr. fuiao furnish Setup Model No. .S Year /% 79 Width �(ft.) Box Length 6� y (ft.) Tagalong or Expando Size ft. x ft. (SHOW SUPPORT. DETAILS BELOW) On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation' manual and structural setup sheets (if not on file with the County of Butte). All center supports measured from front of mobilehome unless otherwise s ecified. dC�vT� s v Agoras r4 se Lowdoe. A S M1+9467) a Y �l fyit/U.F. Qgle� L- (ft.)(in.) Center support locations* (ft.)(in.) 3 (f (in.) e11' -2/; (ft.)(in.) (ft.)I (in.) (in.) (in.) Center support footing sizes (in.) /,ol x 3 U (in.) (in.) / A3 a �v/ a�y (in.) (in.) Footings (check one) -Wood either pressure treated or foundation grade. 2. Other (specify) Sup yorts (check one) 12(l.; Concrete block. 2. Other (specify) ragalong or Expando,' show support details. A x .3 -- Typical Support in.) (in.) Footing Size yxav 0. co (in.) (in.) <" Ind -- Max. Pier Spacing i x _-] (in.)l (in.) *If center piers are other than drawn above, draw in. -locations, spacing, and dimensions. (ft.)(in.) ii -- Max. Overhang (ft.)(in.) 5 Z70 - &0 BUTTE COUNTY BUILDING DEPARTMENT-" APPROVED COUNTY dF 13�J`��'TE -S DEPARTMENT Y"OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT BUILDING Owner J )6 EY SQ. FT. OCC. BUILDING VALUATION Mai I i ng Address, -j �e �I certl y t at In a per ormance o e work or which this Ventilation permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of Hood 2.00 California. $ $ Permit Fee I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X 6 6. Date —� 219 Signature of Permitee or Agent Receipt No. �3 Tg3S White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant Land Development Fee $ ; TOTAL PERMIT FEE $ 8-7 This permit is hereby issued under the applicable provisions of the But County Code and/or resolutions to do work indicated above or which fees ave been paid. D � EC OF P IC WORKS % B Date � 7— Building permit expires Date 7 " / -2, � Telephone No. Contractor Mailing Address Fireplace Total Valuation Telephone No. Permit Fee Building Address a) 6,0.5 + / b/ �� Plan Checking Fee&/or Penalty Permit Fee 6 e) B,Gd — PLUMBING No. @ FEE _ PERMIT FILING FEE $3.00 ,pp Each Trap 1.50 .G-t92ir drainage or vent piping 1.50 A. P. NO. .� 6Z —5z>— g Zoning 8 Plann g ater piping 1.50 O. 06 Each gas water heater or vent 1.50 Fbess S Fire Dept. FireZone Use Permi Gas piping system 1 - 5 outlets 1.50 EQA Par Ing Plans Parcel Declaration Parcel Map 60' R/W Impr vements Each additional outlet .30 Building sewer 5.00 Idg ns ova Pla s Approval NEW ADDITION UTILITIES OTHER ❑ 6. Lawn sprinkler system 2.00 Permit Fee $ ,GSO ' ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 "06) Main service 10ov OR LESS 100 AMP OR LESS 5•�� ,66 Single Family ❑ Duplex ❑ Mobil Home Others ❑ Main service EA. ADD'L 100 AMP 2.50 �, 50 Main service OVER 600V 100 AMP OR LESS 25.00 Main service EA. ADD'L 100 AMP 1.00 NEW CONST. ODWELING R ADONS. ACCLBLDGS.CCUP. s) 22sgft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name St le of: Y MULTI -OUTLET NEW CONSTR T NON.RESI D, BRANCH CIRCUITS) 12.50ea NEW CON IR. TPOWER APPARATUS &, NON-RESID. MINGLE OUTLET CIR. Ex. OCCUp(OUTLETS OR FIXTIIRES 5 L� Ex. OCCU FIXED APPLNS. OR p•(OUTLETS (REIID.) EAJ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 �QQ License No. Classification Misc. Wiring 6.25 to E7"- Z HF, 6 Er1 am exempt from the Contractors License Laws of the State of California. Permit Fee $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. f h ' th f f th f MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling �I certl y t at In a per ormance o e work or which this Ventilation permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of Hood 2.00 California. $ $ Permit Fee I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X 6 6. Date —� 219 Signature of Permitee or Agent Receipt No. �3 Tg3S White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant Land Development Fee $ ; TOTAL PERMIT FEE $ 8-7 This permit is hereby issued under the applicable provisions of the But County Code and/or resolutions to do work indicated above or which fees ave been paid. D � EC OF P IC WORKS % B Date � 7— Building permit expires Date 7 " / -2, � A16` _ (,2- —, o 7 this set of plans and specifications MUST be kept on the job at all times and it is unlawful to Take any changes or alterations on same without written permisson from the Department of Public Works, County of Butte. B NOTE.—All Materials & Workmanship Shall Be in - Accordance . with Recognized Good Prsacfices an of a quality prescribed for •ihe Specified use in th� Uniform Building, Plumbing & Machanical Codes any the National Electrical Code, _� •, i��� h�� d'epric,q'sferrl ana i a i sL + atibn o l Butte Cunt to be as;. e 3 .�tai.tegr�p;-tY Health Dept: - R r .. r.�^. e- --.. The Oft. Setback shall be+5 ft from the side properry line and 56 ftfrom the !!__ centerline of the road, permi-I ing a maxi- mum of a 2 ft. eave overhan�. but entirely out of all easements. M Wtlity connections shall be �0 locaNd within 4 ff. outside the rear F third Se on of the mobile home its-- on thet,left (road) side of. the mobile r' 2 home. g » A'permit will be requirpcl for two, installation of the p4ilehome., } BUTTE COUNTY BUILDING DEPAR�MEN1 U Butte Co. planning COMM .JUN 7 1919 Oroville, Carforni'R a P 0 RECORDING REQUESTED BO OROVILLE TITLE COMPANY ORDER, NO. 8:�%23 AND WHEN RECORDro MAIL To Fo MR. & MRS. JACK 0. EYLER 130 Pickwick Drive A. Naps, Callfornie .•n w u•n«m .o ,"m; s+me ns Isbove «E to .W CA r N AY 0 VIE JI 28314 -SPACE ABOVE. THIS LINE FOR RECORDER'S USE Ii r(r � •��' �'' •'rca Cir __. TAX,* Joint Tenancy Grant Deed l►.l_l.s 1._65 TMIa roar PYaNIaNEO ST TITLE INaUaANCa AND TRUST COMPANY FOR A VALUABLE CONSIDERATION. recript of which is hereby acknowledged. JACK L. STEPHENSON and SUZANNA STEPHENSON, his wife herehy GRANTISI to JACK 0. EYLER and ELIZABETH J. EYLER, his wife Ow real property in the unincorporated C -my Of Butt* AS JOINT TENANTS State of California, described as: 0014 KING at the Southeast corner of the West half of the Southeast quarter of Section 39, Tot,•nship 21 Ne-rth, Range 5 East, M.D.B. & M.; thence, Ncrth 020 07` 07" East aloe^ the Easterly boundary line of the West halicf the Southeast euerter c said Section 33, 1350.00 feet; thence, South 740 32' 26" West 250.00 feet; thence, North 290 261 53" West 615.49 feet to the true point of beginning for the parcel of land herein described; thence, from said true point of beginning, North 520 15' 13" East 441.24 feet; thence, North 40 521 00" West 68.41 feet; thence, North g0 281 2011 West 132.07 feet; thence, South 550 361 3011 West 514.26 feet; thence, South 290-261 53" East 204.89 feet to the true point of beginning. TOGLMW.'h IlITF a richt of vay for roadoand public utility purposes over a strip of land 60 feet in t:idth, lying 30 feet on each side of the following described centerline: Can'=XING at the Southe.st corner of the above described parcel of land; thence North 02c 07' 0711 =ast, 630.20 feet to the true point of beginning for the centerline herein described; thence along the centerline of sail- road the follo::in.c, courses and distances: South 760 231 10" tdest, 89.63 feet, north 63^ 51' 40" gest, 87.27 feet, North 290 371 20' West, 106.20 feet, North 40 521 00" West, 68.41 feet, North 80 281 20" West, 132.07 feet, NorL'i 200 00' 40" East, 118.84 feet, North 160 32' 30" L''.,st, 100.42 feet and forth 460 47' 10" Bast, 32.G4 Feet and the ,end of said line. ALSO TOGET'iIIM, ;'ITii a right of uay for road and public utility pttrposes over a strip of land 60 feet in width, lying 30 feet on each side of the following describM cc terline: M-� Cc W W -s :J 0 0 6 ,a, D 0 0 COMMENCING at the: Southwest cornc: of said Section 33 thence along the West line of said Section, North 70 171 5771 East, 1373.19 feet; thence Alono the centerline of the Hutto and :luras Railroad rir.ht-of-Amy, nlon^ the arc of a 118.31 foot radius c•lrve to the left,, whose tan-cnt at this point bears North 61' 27' 17" Fast, through a central an -le of 74' 58' 37" an arc distance of 154.82 feet; thence Horth 13° 31' 20" Test, 73.16 feet to the beginning of a 146.19 foot radius curve to the ri;;ht; thence along the arc of saij curve, through a central angle of 44° 26' 0011, an arc distance of 113.37 feet; thence North 30° 54' 40" East, 129.88 ,feet to the beginning of a 287.94 foot radius curve to the left; thence along the are of said curve, through a central angle of 19" 12' 00t% an arc distance of 96.49 feet; thence North 110 421 4011 East, 156.89 feet to the beginning of a 153.19 foot radius curve to the right; thence along the arc of said curve, tkrou;h a central angle of 360 501 00", an arc distance of 124.19 feet; thence North 48° 321 40" Last, 64.22 feet to the beginning of a 193.19 foot radius curve to the left; thence along the arc of said etttve thro::;h r cern--+1 ¢1^�1e of 4,)° 551 15", rbn ,.re dis'rl nce of 138.03 feet, to the true point of beginning for the parce� of land herein described; thence leaving said centerline, South 680 551 50" East, 1255.07 feet; thence South 420 161 25t1 I -lest, 222.99 feet; thence South 52° 541 57" East, 463.75 feet; thence along the centerline of a road, North 280 49' East, 110.00 feet; thence N3rth 66° 29' East, 155:.08 feet; thence North 620 14' ° 5011 East, 301.89 feet; thence North 5° 07' 45" East, 199.22 feet; thence North 441. :33'.00" East, 167.86 feet; thence North 62° 491 20" East. 353.79 feet; thence North 79' 451 35" East, 268.55 feet; thence North 520 54' 1511 East, 248.60 feet; thence North 31` 211-101, East, 260.67 fret; thence ,North 850 401 40f1 East, 391.62 feet; thence South 770 111 2011 East, 164.46 feet; thence North 66` 40, 18" East, 1 4.78 feet; thence South 84° 221 06" East, 30 feet to a point in the centerline of Bald Rock Road and the end ° of said line. 0 April 15, 1973 .T%1I��� �1 \L\� A9C (.. .ul\f\,". /9 /%Ay /� 1?73 I.1.... .......1..• ,,..:. 1, • \•...v. I'uldn• u, and 1•a -ad 'ta... ,+�.-.'n:Jh �p,..•..►.1 J%ck L. Stephenson and Suzann - Stephenson S e enso SuZonn* Stephenson s s 're.,I,...,;..., , ..I,. ,r ,." url : ,.,1..I,.• I-, ..., they TTVi TLF cnilc cN.4 �• Ir :9i? �4 .. ..i ._nn..,.. IL ,d _Lll ti' TT J.YQ .,ICJ(.,.. 415 43 \:,.,,.. , .,...I .1..,....1, ,, . Tilly 1lyd.•, \... _ F _. r.... �., I ..:u,' .... AAAA TAX STATE/AuENTS AS DIRECTED ABOVE END OF DOCUMENT