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Home My WebLink About024-270-033_ i t i''ttt {°{• 'aa...w-...•tq,.i�' [f1 _i, f! .i • �, 024-270-033 03-0068 WILSON, BELVAJEAN t. 1:4 1 z` tNEW MH PERMt't - j- t rst f r"tri, hy�i�•� ! {xt �j.j( ` � j nt,. ,�7Y � +� 7} t� �� t .. t. •. i �.z` i i r r„ a , 1 _ i t i''ttt {°{• RECORDING REQUESTED BY: 1 0 3 1 7 3 7 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 Recorded 1 REC FEE .00 Official Records i CONFORM .00 Countyy C(f I eu r E 1 CANDAC;E J. MUMS 1 Recorder 1 ROSEMARY DICKSON 1 Assistant I. Lisa 10:4ETM 19 -Mar -2003 I Paye 1 of,2 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. BELVA JEAN WILSON REAL PROPERTY OWNER/LESSOR 32 SHELDON AVE., MAILING ADDRESS GRIDLEY BUTTE CA 95948 CITY COUNTY STATE ZIP SAME INSTALLATION MAILING ADDRESS, IF DIFFERENT SAME CITY COUNTY STATE ZIP - SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 03-0068. . (530) 538-7541 BUILD GPERMIT N0. TELEPHONE NUMBER + SIGNATURE OF LOCAL AGENCY OFFICIAL DATE SKYCREST ENTERPRISES DEALER NAME (if not a dealer sale, write "NONE") 91265 DEALER LICENSE NO. SKYLINE HOMES INC 2003 SUMMERHILL /D949CT MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER C1-7000508-RA/B 66'_X 26' ULI 543891/2 SERIAL NUMBER(S) LENGTH X WIDTH • - INSIGNIAILABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER #, 024-270-033 HCD FORM 433(A) REV. 8/91 ' WHITE -County Recorder CANARY - HCD PINK - Applicant GOLDENROD- Building Dept. 0 BUILDING PERMIT NUMBER: 03-0068 Address or location of unit: 32 SHELDON AVE., GRIDLEY CA 95948 Legal Description of Real Property: AP # 024-270-033 SEE ATTACHED (x) Mobilehome/Manufactured Home O 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: BELVA JEAN WILSON Owner's address: 32 SHELDON AVE., GRIDLEY CA 95948 INSIGNIA OR HUD NUMBER: ULI 543 891 /2 SERIAL NUMBER OR V.I.N.: C1-70-0508-RA/B MANUFACTURER'S NAME:SKYLINE HOMES INC. YEAR:2003 OFFICIAL APPROVING INSTALLATIO DATE I' ! 0-3O S PHONE: (530) 538-7541 EXIBIT A A PORTION OF LOT 51, OF GRIDLEY COLONY NO 6, ACCORDING TO THAT CERTAIN MAPFILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF, BUTTE, STATE OF CALIFORNIA, APRIL 12, 1906 IN BOOK 5 OF MAPS, AT . PAGE 20 AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTH LINE OF SAID LOT 51 DISTANT THEREON 59.0 FEET WEST OF THE NORTHEAST CORNER* OF SAID. LOT 51; NCE WESTERLY ALONG TIMNORTH. LINE OF SAID LOT; A DISTANCE OF 205.0FEET; THENCE SOUTHERLY AND PAR -A. LLEL WITH THE WEST LINE OF NORTH LINE OF SAID LOT,.ADISTANCE'OF 205:0 FEET: THENCE NORTHERLY AND PARALLEL WITH. THE WEST LINK OF SAID LOT, A DISTANCE OF 230.0 FEET TO THE POINT OF BEGINNING. EXCEPTING THEREFROM EASTERLY 112.0 FEET THEREOF. SAID PROERTY SITUATES _ AT 32 SHELDON AVENUE, GRIDLEY, CALIFORNIA AP 9 24-27-33 02/28/2003 07:33 5303429174 CHICO BLDG SYSTEMS PAGE 04 M",tom : • ::.•:_ .' ..-. - :-• "'STATE OF'CAL•IFORNII►-' •.. NUMBER: .. �•• BUSINESS. TRANSPORTATION AN0,1•(OUSINC� Ac�t CK • DEPARTMENT OF MOUSING AND CCM ITr>QPMENT' =� ® i :.. < ... .... DIVISION 07-C'138�`eAHD S 'AANDARDS •. -u:.:: -- �. � �••� �ii.' =' ' •':::::.' '•:::.::::• .. UFf1C7U O;WQUSINOPROOAAM,. •, .. ., .. 69� MANUFACTURER CERTIFICATE• •®F ORIGIN;. 4,J, EHECK IF Tf(IS,IS.A.DUpM,GATE MCP.EN7�R OI}IOINAL MGO.NO. MANUFACTURED NOME OR MULTI -UNIT bmNUFA -Tt RED HousiN,� NUMBER OF t 7 TRANSPORTABLE SECTIONS SFD.GSWG};F.AMILY..DWELLING) D,.MyMH,(MULTI-UNIT, MANUFACTURED HORSING, ; ... .. .. ... .. ... __._. ..L.... .. .. _�. COMMERCL6L.COACH:....:.::..:.:.:..:... :.::-:•a.:. .. .. ....,.. OCCUPANCY GROUP, :.. _.... ....-. MANUFACTURER NAME: MANUFACTURER LICENSE NUMBER MANUFACTURER ADDRESS: SUGGESTED RETA L P E: 1720 EAST BEAMER ST WOOD 9577 steer 82,584.00 Z MANUFACTURER TRADE NAME: MODEL NAME AND/OR NUMBER: DATE OF MANUFACTURE: SWOERHILL D949—CT 02/20/2003 NAME OF DEALER ORT NSFEREE (OWNERSHIP TRANSFERRED TO): CALIF. DEALER NUMBER OR OATE'OF TRANSFER' SKYCREST ENTERPRISES/COUSIN ' GARY'S ROMES TRANSFEREE DESIGNATION: 91265 02/20/2003. DEALER OR TRANSFEREE ADORSSS: 13468 HWY 99 (City)CHICO Street �'�ae 9,M) 73 INVENTORY CREDITOR NAME: TEXTRON PTIOANCIAL CORP INVENTORY CREDITOR ADDRESS: (Sueet O1XENJA AVE 5OUTH SUITE 300 ptp Stai8 (Zi SECTION MANUFACTURER SERIAL NUMBER MCD INSIGNIA OR HUD LABEL NUMBER �$ LENGTH WIDTH WEIGHT .. .,. (INCHES) INCHfi6 POUNDS •- 1 C1-70-0508-R—B ULI 543891 792: 156 6.159. 2 C1=70;0508=R—A ULI 543892 792 156 27.43 TRANSPORTER NAME: TRANSPORTER ADDRESS: 0 BOX 179 DURHAM P��CA �' rtatel 938 DESTINATION FOR UNIT DESCRIBED ABOVE: ' NAME COUSIN GARY'S HOME B„ 13468 HWY 99 e;, RICO CA 95973 z. I WIRY under pan 4y of Ponu.ty wde• ow lows of M State of CeLRamie /Nal a+e above (Oda am we ane correct Eaeouledan 02/24/2003 „ WOOD ND POLO CA (Date) I (City) (County) (Slate) ,--`' SIGNATURE Oi AUTHOR12ED AGENT: \ T N: ORIGINAL RI INAL (PINK) FORWARD TO THE INVENTORY CREDITOR. UNLESS THERE IS NONE. THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE). PNMITE) FORWARD TO THE DEPARTMENTAT P.O. BOX 1926. SACRAMENTO. CA 95812-1828• WITHIN FIVE (5) DAYS OF RELEASE. COPY 2 (YELLOW) DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. COPY 3 (GOLDENROD] TO BE RETAINED BY THE MANUFACTURER, HCD 463.0 - sice 1 • (7/97) STATE'OF CALIFORNIA DEPARTMENT OF HOUSING'AND.COMMUNITY DEVELOPMENT DIYISION OF CODES AND':'STANOARDS REGISTRATION AND TITLING SECTION ; STATEMENT OF'FACTS ii.s unit is -'.a: Mobilehome El Commercial Coach Floating Home Trunk Camper !cal (License) No.(s) Trade Name Serial No.(s) /We, the undersigned, hereby state that.the unit described above: k -c- e -d o n a� peg rna.nav,.+ 0 u, r -d 10 ,ffiant further agrees to indemnify and save harmless the Director of Housing and Community !evelopment, Sta.te.of,.California, and subsequent purchasers of said unit, for any loss they iay suffer resulting from registration of the above-described unit in California, or from + ssuance-o.f_a_.Cal_i.for_nia_cer_ti.fi_cat.e._of title_coverin.g the same. JWe certify under penalty of perjury that the foregoing is true and correct. :xecuted on at t ,4 a (city). (State) Si ture of each aff ant . 1,62-l< Addr . s 1 L4 1�,? w V vl q City HCD 476.6 (Rev 11/86) Printed'name of each affiant C 0 Lj.,s `n 07ae- 40 me State l_1'i- 11/1,00/4.04 10:.74 IAA 0UU Ott 4444 WJUVJ . ltwcntto.o 1>.ofa;atao r„ 1 � • date owes twe=e rrllk to F Mar` 9elva Jean Wilaon � 32 Sholdon Ave, Gridley Ca. 95948 L MAL ToGTA MMMTo a— Belva Jean Wilson arr91'".r 32 Sheldon Ave, Gridley Ca. 95948 L SPAM ANNE TNIB a at• FOR NEIDDRDER'B Use — — pa Individual Quitclaim Deed Trac FM Ntlaaatlm Ot RswB1 TIM a 03" CTI OWAW Retarded Oftiatal Reoord■ County of Buttla Caadaas J. Grubbs Recorder 2122po 11 -_Jul -91 Ran Fee 5.00 Cash 5.00 xx 1 The undrrsignod gnrltor(t) dec)are ): Daotmeniary Mumfer tar is f ' (• ) ootnputed on full vales o propp rnaveyed, a ( ) computed an fun value lees lreluc of IieN and eaeutnbranas remainilsg at dote of sett. ( ) Unincorpotafed attar ( ) ory of sad n;R A i+ALUAU Lt CONSIDERATION, reeeipt of which is hereby acknmvledged. I C3(fford C. W113011 hereby REMISES, RELEASES AND QUIM mMs to ✓ aelva Jean Wilson the following desoibadreal property inthe City of Gridley, County of =litter State of CalifOMpb t A portlon of lot 51, of Gridley Colony No 6, according to that Certain Hapfiled in the office of the Recorder of the County of, Bntte.State of Californta, April 12,1906 in Book 5 of Nape, at I Page 10 and more particularly described as follows: BEGINNING lit a point on the NORM line of said lot 51.dlztznt 1 tuerson 59.0 feet Wast of the Northeast corner of said lot 51; thence Westerly along the North lire of said lot, a dintance of 205.0 feet; thence Southerly and parallel with the NOSt line of , said lot, 230.0 feet; thence Easterly and parallel with the North Ziac of said lot, a distance of 205.0 feet; thence North- ecly and parallel with the Neat lineof said lel, a distance of 210.0 feet to the point of beginning. EXCEPTING THEREFROM the Easterly 113.0 feet -thereat. Said property situ tes at 33 Sheldop, .yen ,G-ia y.t_califorr.i Weed:A–P:#24=27=33. �' t C� STATE oy CALIMMMIA 1 COUNTY OF Kern }59. On _Jtlly 9, 1991 before r.•. the toderalaned. a Notary PrWie in end far Kid Stitt. rin0adiya0ptaed Clifford _C, -Nilson Prtavnally kaovn to me ur proved to we un thr basis af sat - afarsuy evldeaer lobe Ihe'penun _.hart mnar1 s uKK04 enTAU-SAA[ r llew1brd t.. Thr wit MUM 8 *IuLmc. thathie aathmtlu irt0 erkn.rrr4d�' :: i'. Cr r•u..n aunt — Ganem WrI he teadanj1rd thefrical e. i KFANCnYNty tl717Na5b my hind aN afGcol teal. yy C „nt 6Ptia yrs ar n95 t �1 zZi:2, Ink rrra fol Wilda nurvk! "I rorOinl[o[Dl. Hast AWL TAX STATEMENT& AG DIRECTED ABOVE E1VQ OF 1')(1f`I!MF+tTT Description: Butte, CA Document- Year DOCID 1991.28229 Page: 1 of 1 Order: 208994 Comment: H.C.D. ......... ... .......... ....... ........ ....... ------ ...... ........ A NAME: AN: DATE: NOTES RESIDENTIAL f 024-270-033 03-0068 PERMIT NO. !. WILSON, BELVA JEAN- . - - - - - - 32 SHELDON AVE., GRIDLEY CONT:: SKYCREST ENTERPRISES NEW MH PERM FND EX SITE THE HCD FORM 433A FOR THIS MH CANNOT BE r RECORDED UNTIL ONE OF THE FOLLOWING HAS j d BEEN TURNED IN TO THE BUILDING DIVISION: j I (1) LICENSE PLATE(S) OR DECAL (THE jINSPECTOR MUST RETREIVE). I (2),STATEMENT OF FACTS (ONLY ON NEW 1VIH' S) INSPECTOR TO VERIFY SERIAL & LABEL #'S. CHECKED BY SRA: FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. A nYRt SPCiAL INSPECTION ITEMS VERIFY.:x. USE PERMIT CONDITIONS _ SUB -STANDARD HOUSING LETTER i� i J L JOB FINALED (Date) .4 Signature J=OK 0 = Not OK Not . NotReadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. SyIs;.Special. MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P' L 'ft. / P Nat. or / P' L "ft./ /' LPG 7. Well Clearance & Disconnect 8. Utility Clearance .4 -Gas; MH Test -Demand -Valve Elec icit ; MH Test ater; MH Test 7--wg1lar and Sewer Connected . ;e Decals #'s with Office Date Card B-1 Date. Card B-1 Date Card B-1 Date Card B-1 7U' -05-0 1/63 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s Date Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 Date 3. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 5.. 1. Zoning Requirements -Setbacks -Easements Carports; Windows -Doors 2. Footings; Size -Spacing -Marriage Line ' 8. 3. Gas; MH Test -Demand -Valve -Connector Siding; Nailing -Veneer -Stucco -Mesh 4. Electricity; MH Test -Crossovers -Breakers -Clearances 11. 5. Drain; MH Test -Fall -Flex Connector Braced Wall Panels 6. Water; MH Test -Regulator -Connector 8. 7. Water and Sewer Connected -C/O to Grade -HD Approval 9. 8. Gas and Electricity Tagged 10. 9. Tie Downs -Type -Installation Cert. 11. 10. Exits; Insp.-Sketch 12. 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Card B-1 Date - Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) oning Requirements -Setbacks -Easements _2_.F0otjaqs; Size-Spacinq-Marriaqe Line .4 -Gas; MH Test -Demand -Valve Elec icit ; MH Test ater; MH Test 7--wg1lar and Sewer Connected . ;e Decals #'s with Office Date Card B-1 Date. Card B-1 Date Card B-1 Date Card B-1 7U' -05-0 1/63 Date MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. • Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5.. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries=Terminals-Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures -Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s Hangers -Post Caps -Anchors -Connectors 1. Zoning -Setbacks -Easements -Flood -Slope Cling. Joist-Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng. 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 5. Stemwalls, Main; Steel-Blockouts-Wrapped Garage Fire Protection Framing -RC Channel 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 Stairs & Rails 12. Electric Underground Fireplace or Stove, Clearance -Hearth 13. Plenums & Ducts; Clearance -Material -Support -Ins. 73. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 74. 15. Access & Ventilation 75. 16. Insulation 76. A.C. Duct in Garage -Damper Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 81. 17. Water Htr.; Vent -Access -Combustion Air Baffle 82. 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection _ 83. 20. Shower Pan; Test, First Floor -Tub Access 84. 21. Test Tub & Shower, Second Floor -Tub Access 85. 22. Gas Pipe; Sixe & Anchors 86. 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Wal Is -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes _ 83. Following Instld./Drive 0 Yes 0 No/Walks O Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION /� 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 MI/NO. (Rev.12/96)i & APPLICATION AND PERMIT C)3 ON7,; ASSESSOR PARCEL NUMBER a `.. M_97 1 ZONING C-2/SR-5 BUILDING PERMIT OWNER WILSON BELVA JEAN TELEPHONE 846-0237 SQ. FT. OCC. BUILDING VALUATION 1694 R6 . OWNERS MAIUNG ADDRESS 32 SHELDON AVE.. GRIDLEY CA 95948 CONTRACTOR'S NAME SKYCREST ENTERPRISES TELEPHONE 342-2694 CONTRACTORS MAIUNG ADDRESS 13468 MY 99E.. CHICO• CA 95973 CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ (1111.476 ARCHITECT OR ENGINEER UCENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 'rA .00 BUILDINGADDRESSEnergy SRF"TNAVFr.RTT)T FM Plan Checking Fee $ $ PERMIT FEE $ 444 5 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Feel 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 1 5m Each gas water heater or vent 15.00 TYPE OF WORK New ❑ 'Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: N94 t•'R-i PERM M PX ST'T'F. Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ '65.00 ELECTRICAL PERMIT Fling Fee 20.00 LES Main Service ".A'2o0AV OROR LESSS 23.00 23• 0 W0 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 ,in full force and effect.�^ Cl License Class Lic. No. /8XV / w-� Cl OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service zooA To I000A 46.00 NEW CONST. OW %NG OCCUP. OR ADDNS. ( a Acc. BLAS. SO 3.57,: N µPESEW D. M&,, c%LET 97.50 POWER APPARATUS a SIN°LE OUTLEr CIS. (�(, OCCU oLmFroRFaTUREs 20 ' 00 @ Ex. Occup, ounE°s ASID°�w 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 Fre—Inspection ion PERMIT FEE s 43.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one -of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' com ensation insurance carrier nd policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number 13-,;F �,: (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. _% , l C� s� X ,- -•.C_ .� ,f �h'---' �- �` Date / / �7 Signature -of Applicant -0 Owner)' ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of�structures over 3 stories in height. Mobile Home Installation Fee Is Energy Inspection Fee is occ CONST. TYPE TOTAL FEE $ 452.75 HAZ. IMP I FLOOD CDF PARCEL I PO HD ISSUE This permit is hereby issued under the applicable provisions of the Butte. County Code and/or Resolutions to do work indicated above for which fees have been paid. By ! ^ Date PERMIT EXPIRES ON.D.S.-B. Date rR7eceiptNo. '4r,,0"Q t/,t/,.5?�S D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ee r { x COUNTY OF BUTTtt'"; BUILDING DIVISION DEPARTMENT OF. DEVELOPMENT SERVICES z : 411 Main -Street • Chico, CA -.(53'48'91L2751, } ' 7 County Center Drive • Oroville, CA • (530)'538-7541 CORRECTION NOTICE, OWNER PERMIT N0. 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. Il'you have any questions pertaining to. this matter, or need additional explanation, Please contact -this office immediately. f l f J. f l �... F COUNTY OF BUTTE t BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751- 7 County Center Drive • Oroville, CA 530 538-7541, CORRECTION NOTICE J] – 00 64:�- OWNER ; PERMIT NO. A routine inspe on indicates that the following violations of butte county Ordinances exist at the above addr and should be corrected. Please notice this office when.correction of work is k complete . If you have any questions pertaining to this matter, or need additional explanation, pleas ontact this office immediately. - f r i r. Date �— �� InspectoIV \ r REV 10/92 PLAN REVISION Please complete the following information in order to process your submittal. If this form is not complete, correct and legible. it may cause a delay in processing. Owner's Name: Received By: Date: A.P. #: y c7 1 � D —63 U Permit #• Time: Contact PhoneNumber. Purpose of submittal:' O Permit Application Data Item O Plan Revision O Requested by Building Inspector or Correction Notice - Inspector's Name.- 0 ame: O Requested By Plan's Examiner -Examiner's Name: O Other: If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for plan review. If engineering is involved in this revision, the engineer must put his requirements on these drawings and stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings must clearly show changgL2=sed and locations involved, When Approved, Process as Follows:. 0 Mail to' Owner at this address: O Mail to Contractor at this address: I O Call 0 Deliver with next inspection. and hold for pickup at the O Chico Office 0 Oroville Office Revised Plan Check Fee: AS46.00 Receipt #: 0 Additional Fees Not Required Additional fees may be due based upon complexity and time involved to process this submittal. Additional Fees: Receipt 0: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION / 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541()Z , 00b�NO. (Rev.?2/96) APPLICATION AND PERMIT ;JJ ASSESSOR PARCEL NUMBER -% ZONING -2 S'Z- C -2/S11-5 BUILDING PERMIT OWNER OWNER a WILSON, B-1,VA JEAP1 TELEPHONE 346-0237 SO. FT. OCC. BUILDING VALUATION . OWNER'S MAILING ADDRESS 32. SHELDON AVE. ...GRIDLEY CA 95943 CONTRACTOR'S NAME S :YCREST FYIIEIRPISES TELEPHONE 342-2694 CONTRACTORS MAILING ADDRESS 13463 HWY 99E. CHICO, CA 95973 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filen Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS��T?{ 17 SHEDON -AVE „ Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 1!'M1 MH PERM FHT) FX CT`T'>a' Gas piping system 1 - 5 outlets 15-0015.00 Building sewer 15.0015,00 Mobile Home I S I G I W 920.00 PERMIT FEE $ 65,00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service .OA oR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license i t I Ade and effect. g License Class / Lic. No. O�r� 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 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. workers ns insurar�e�afyjer nd policy number are: Carrier �� %LL Policy Number ,S (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 p ovisions of section 3700 of the Labor Code, I shall rthwith comply with tho provisions. X Date ® Si re of Applicant - Owne ❑ Contractor ❑ Agent HA permit is required for ex vations over 60" deep and demolition or construction o ructures over 3 stories in height. Main Service 200A To IuooA 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( a ACC. BLOCS. 3.50'FT �" H R o�IDT MULTI -OUTLET QG 7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. 20 I.0 EX. OCCU OUTLET ORNSFIXTURES". BAL Ex. Occup. otFiT�iEtOTSA RES D.) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 Pre—Inspection PERMIT FEE $ 43.00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 452.75 HAZ IMP FLOOD J CDF I PARCEL I PO HD ISSUE This permit is hereby issued under the of the County ode and/or indica d a r ich fees have By PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. 2� Date % 0 Dale Receipt No.' WHITE •D.D.S.• . ANA •A S SOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUIL NG DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530 538-754 PERI APPLICATION AND PrERUrr A6sErcoR PARC$ wue� BUILDING PERMIT TE SO. FT. OCC. BUILDING VALUATION �I COMTMCTows MAY! SKYCREST ENT COMTRACTOR7 MAN.04 ADOMU CCkWTT -C1`IO�N LEMDER • IiMDER'6 61AILYXi ADORI II" AACHrrECT OR EKUN03I OARCFfTECT OR ENOwEERB MAIJMO ADORE98 euaoMw ADORS" _ c LOT NO. I 6 U80NIS ON'S MAYS USEOFSTRUCTURE SF O Duplex O MobllehomeA\Other // TYPE OF WORK NewAddition O Remodel ❑ ulibes ❑ Insfallat Describe Work: ,,Z _ I .4 r e *PERMIT $ SRA $ Fireplace i i ELECTRICAL Total Valuatlon S Temporary Service LICEN6E NO. 23.00 Mobile Home Facilities Flin Fee. 20.00 Main Service ( Filing Fee b 20.00 — Permit Fee Q b 23.00`1 Main Service Plan Checking Fee I S 46.00 c OR ADDNs.l Energy Plan Checking Fee S 3.5c" FT NONaiE61D. ( MULTFOu%rr aR.u�N IR Ims1 b 07.50 PARCEL MAP PERMIT FEE S , PLUMBING PERMIT Fling Fee 20.00 Each Trap7.00 Solar or heat -Plume water heater 23.00 SPEcw WaterI In—r 5 Obi `! Each oas water heater or vent 15.001 ❑ ❑ Gas Piping stem 1 - 5 outlets Bulldin sewer 15.00 15.00 Mobile Home S G W r 020.00 *PERMIT $ SRA $ EX. OCCU P.,OVTLET OR F0MRE6 PERMIT FEE i i ELECTRICAL PERMIT Temporary Service 23.00 Mobile Home Facilities Flin Fee. 20.00 Main Service ( 600V OR LESS "�— — 200A OR LEGS I 1 23.00`1 Main Service 20" To IOWA 46.00 c OR ADDNs.l DWELL OCCuP. ACC. BLDG. 3.5c" FT NONaiE61D. ( MULTFOu%rr aR.u�N IR Ims1 07.50 EX. OCCU P.,OVTLET OR F0MRE6 zo ® I.Ip Ex. Occu FUtED APPu+e. on aAi 0 so O REBID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 rvusc_Wir _ _ st23.00 ♦ kw �W SHERIFF $ S4�r,`n �� PERMIT FEE $ -/ MECHANICAL PERMIT Filing Fee 20.00 OTHER $ Heatln Coolin Hood 6 50 ! $ Ventilation i $ AMOUNT RECEIVED $ 50 , *RECEIPT NUMBER *TO BE PUT INTO COMPUTER PERMIT FEE I s Mobile Home Installation Fee b Energy Inspection Fee ! S OCC CON6T. TVP[ ! OT L FEE $ a FIAZ. D. FE 4 COr P CEL w GSL ISI I V This permit Is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By Date I, PERMIT EXPIRES ON i 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 L/1 OWNER: Y V I cC% -' J. \ ASSESSOR PARCEL NUMBER ee� I ' 6 'V 3 Proposed Building Use: /V -k _QAC, Counter Technician: Date: ' G Items required in order to apply for a permit. All boxes MUST be checked OR n9rked NA in order to apply. 1.. Plot plans, 3 or 4 sets, signed,k the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance desig and supporting documentation in duplicate. �. Manufactured homes -1 sheets and installation instructions -l") Marriage line information Floor Plan, D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will lie indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... _ J ❑ 13. Other ` Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 4. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... 3 -1 Statement of Intent for Non -heated and A/C Buildings ...................... ...... .....�.\.......... I anitation 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: ❑ ; contact Land Development about ❑ Improvements, ❑ Drainage ............................... rv. Encroachment Permit for Orivewqy from the Public Works Dept. (construction approval prior to occupancy). Pre -Inspection for Qjk= )C_--, 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) ..................... �❑. Letter of Signature authorization.............................................................:". ` ecorded copy of Agricultural Acknowledgment Statement.................�O... ❑ 8. Manufactured home utility clearance.............................................................. ❑ 29. Existing violations and/or expired permits......................................................... 30.rant Deed,'rD H. Title/Statement of Facts, Letter from Legal Owner� ❑ Check to H.C.P. $ I 31. Other: Q r,C; rn �' G i'�1(J� ,(' i UAL fl jSYA When issued Telephone and hold r pickup. I have been informed of the above i ems and requirements for obtaining a building permit. Applicant:: ; Date: 9— 0� 1. Index tee- it application for the aboKe items numbered: Plan Check Letter 2. Additional items required Contractor; designer, owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ counter, by Date: _ Contractor, designer, owner, was advised of the ab ve data by ❑ phone,, ❑ mail, ❑ counter, y Date: Plans reviewed by: /� Date: 2 Plans approved by: �-�j Date: 0-1)V6 0 Structural reviewed by: Date: f I Structural approved by: Date: Note transfer by: Date: Yellow: Buildine Divisinn E.H. U$E ONE d �y� Plot Plan Artachad N V� Floor Ran Attached — /IA/IJ 2 Sant to S.D. I �L _ TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance I,Ui::o fid . lv; lei6� Owner Location AP# Plan Approved for: Sewage Dispo kr-,Water Sup Public Private Well 1. t Clearance for dwelling. Other 44 Hold final for: Final clearance O.K. for: NOTE: En ironmental Health Specialist Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE A.P. # DATE 1'9 . RECEIPT # DATE REC. 1. BUILDING PERMIT FEES Balance Due ....................... $ Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ jl� 2. SCHOOL DISTRICT FEES _zy (paid at District Office) (Available after Plan Chet/ a 1j 3. SHERIFF FEES (paid at Building Division) r Residential ...................... x $360.00 = $ -Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... -x-=$ # Units Amt. Commercial (sq. ft.) ............ -x-=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECKIV[ F . $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9.. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking pfocess. . APPLICANT DATE Z11 v Pursuant to vernment Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div.' 2nd Copy - Applicant 3rd Copy -Owner (Rev. 6/00) PRE -INSPECTION REPORT OWNER W 1 G2� DATE: LOCATION: 9-)a S1__Q, A.P. #-!:�PLP- CONTRACTOR: PRE-INSPETION DATE TO INSPEI kA'55 PERMIT ZONING: �6_FOLLOWS: - BUILDING 1QYSPBCTOR'S REPORT Building Description: CortunerciaWsage: . Residend&Y# of Units: Currently Occupied Abat Electric: YesNo Electric currently On Off 7 Condition of Electric ; Gast NaturalPropane None Currently On,.,;..Zoff Obvious Problems: Sanitation: Plumbing Working Well Working Potable Water Obvious SewageProblems Comments: ACTION RECOMMENDED: 'LSSUE: HOLD FOR — Sketch buildings on reverse and indicate location on proper, n I t I FLcl n T( itfl i F -lit .,` f �. .. . IIII'II (I" IIII I III' I ilill IIi � III AND wIiErTRECORDED MAIL`TO: ` 2 10 0 3-10 0 0 2 io 6 6 BUTTE COUN'T'Y BUILDING DIVISION 7 COUNTY CENTER DRIVE p 3 �0� 1� Recorded I REC FEE 10:00 OROVILLE,CA 95965 OfficialRecords Of Records I CONFORM 1.00 , fol' Count CANDACE J. GRUBBS Recorder I ROSEMARY DICKSON I Assistant I Kathy 02:17PM 10 -Jan -2003 I Page 1 of12 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to, land or included within. an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers;, and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: SEE ATTACHED LEGAL DESCRIPTION ,•;� HERBERT JANET.R. D c� COMM. d 1351382 : ' 110TARY PUBLIC-CAL"F"A COUNTY OF BUTTE ` 'w Q Comm. Expires April 17, 2006 Date la12 -0 Ol/ PROPERTY OWNERS: X + Cliffdff C. Wilson X r . State of California County of Butte On \ Z \ Zz7tigL before me, personally appeared C _ 1� personally known to me (or proved to me on the basis of satisfactory evidence) to be the persons) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they' executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument.. WITNESS my h d and official seaL Signa Seal: APN: 2-270-033 V J" EXIBIT A A PORTION OF LOT 51, OF GRIDLEY COLONY NO 6, ACCORDING TO THAT CERTAIN MAPFILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF, BUTTE, STATE OF CALIFORNIA, APRIL 12, 1906 IN BOOK 5 OF MAPS, AT PAGE 20 AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTH LINE OF SAID LOT 51 DISTANT THEREON 59.0 FEET WEST OF THE NORTHEAST CORNER OF SAID LOT 51; THENCE WESTERLY ALONG THE NORTH LINE OF SAID LOT, A DISTANCE OF 205.0 FEET; THENCE SOUTHERLY AND PARALLEL WITH THE. WEST LINE OF NORTH LINE OF SAID LOT, A DISTANCE OF 205.0 FEET; THENCE NORTHERLY AND PARALLEL WITH THE WEST LINE OF SAID LOT, A DISTANCE OF 230.0 FEET TO THE POINT OF BEGINNING., . EXCEPTING THEREFROM EASTERLY 112.0 FEET THEREOF. SAID PRO_ ERTY SITUATES AT 32 SHELDON AVENUE, GRIDLEY, CALIFORNIA AP # 24-27-33 il li I t +rL� AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of .Document Recorded 10 -Jan -2003 2003-0002066 Has not been compared with original l' BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the.use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and_ on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that. real property situate in the County of Butte, State of California, described as follows: SEE ATTACHED LEGAL DESCRIPTION ' JANET R. HERBERT ? � M 1 �'" COMM. d 1351382 f NOTARY PUBLIC CAUPORNIA N `Y COUNTY OF BUTTE w Q rT` •2006 Comm. Expires April 17, Date PROPERTY OWNERS: sle�2�.a- — X Cliff C. Wilson State of California County of Butte U On \ Z- \"7 0 \ UL before personally appeared C * ' - - _ 'L personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) istare subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) _or the entity upon behalf of which the person(s) acted, executed the instrument. . 0 WITNES�myd fficial sealSigna Seal: EXIBIT A . A PORTION OF LOT 51, OF GRIDLEY COLONY NO 6, ACCORDING TO THAT CERTAIN MAPFILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF, BUTTE, STATE OF CALIFORNIA, APRIL 12, 1906 IN BOOK 5 OF MAPS, AT c PAGE 20 AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTH LINE OF SAID LOT 51 DISTANT THEREON 59.0 FEET WEST OF THE NORTHEAST CORNER OF SAID LOT 51; THENCE WESTERLY ALONG THE NORTH LINE OF SAID LOT, A DISTANCE OF 205.OFEET; THENCE SOUTHERLY AND PARALLEL WITH THE WEST LINE OF NORTH LINE OF SAID LOT, A DISTANCE OF 205.0 FEET; THENCE NORTHERLY AND PARALLEL WITH THE WEST LINE OF SAID LOT, A DISTANCE OF 230.0 FEET TO THE POINT OF BEGINNING. EXCEPTING THEREFROM EASTERLY 112.0 FEET THEREOF. SAID PROERTY SITUATES. AT 32 SHELDON AVENUE, GRIDLEY, CALIFORNIA AP # 24-27-33 r ��e-,��n�r �, .... �r.. �„ _.. y �. �....+�..-. _ � .. tea- .. - 'qr Ti: _ .. ..�,.r.�r.�.-•iW,t�, :w.v a.:....�..,. .:9 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District i J Building Department No. A. P. Number `►' + a� � Ju ,isdi ion: City County Property Owner Property Location/Address w Subdivision Lot No. ............................................................. .....:...................... ................... ...... Residential Development f Sq. Footage �y 1 No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation inspection)' Commercial/In�dlustrial New Addition Due (Floor Plans reviewed by School District Personnel) Representative 4 ►, Sq. Footage (Including Exterior Roofed Areas) _ I�I�•a Date District Identification No. ' 'Ale, C`J School District certifies that I • � � � (Applicant) fl V-•-1 Lk (Street Address) (Phone Number) (City) has complied with the requirements of Resolution No. representing square feet. School District Representative 1 Paid by Check # Remarks: (State) (Zip Code) by payment of $,� 11AB 2926 $ i FULL MITIGATION $ ` Date sq A � L, p Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (budding department), Pink (school district) feeform.xls (10/98)dmm COUNTY RESIDENTIAL PROPERTY RECORD __ ...__... 164 Zoning:_G� .. ............ �"' Year Age Cond. Desir. Util. No. Units 165 Zoning Conformity: Yes rZNo ❑ REMARKS=27!�z I �� c� ?/ �G� j f `U"- 166 Use Conformity Yes No ❑ ` ,r'%�,.�J{ = 1/�•,% ,� 'L�,� �F 167 Bldg. Class: ¢.7 ¢S W 168 BR: A. P. N. PROPERTY LOCATION: 169 Baths: 1❑ 2 3❑ 1/2 ❑ % ❑ f 170 Base Book Page Parcel 4 R. C. L. N. D. 7 ZORD USE TYPE aa� LAND VALUE COMPUTATION D� O Source & Date ingle Appr. Width. Mod. Unit Site Total Comparable, 2 ,m K/.w /L t/ 1Pa • 7tJ 1/ l G� Multi-5gl. Year Area Fact. Value Value Value 4 Listed Price Duplex Sale Dafa Apt. 5-,0—,/7 "6 f�%J = APPRAISAL / / 7 9 d ��? so d o O C- .. s �� O O SHEET OF y. Flat 1771 _ D D 40 Q4) 160 Use Code: ? .a_ :'. Ii ASSESSED VALUES Court Land 761 Sales Area Code: Improvements Motel ' Total Property Entered 162 Appraiser No: S�_s CDtJ RATIN(-- Res.•ADt. Appr. __ ...__... 164 Zoning:_G� .. ............ �"' Year Age Cond. Desir. Util. No. Units 165 Zoning Conformity: Yes rZNo ❑ REMARKS=27!�z I �� c� ?/ �G� j f `U"- 166 Use Conformity Yes No ❑ ` ,r'%�,.�J{ = 1/�•,% ,� 'L�,� �F 167 Bldg. Class: ¢.7 ¢S W 168 BR: 1 ❑ 20 3❑ 4❑ 5� 169 Baths: 1❑ 2 3❑ 1/2 ❑ % ❑ f 170 Base Year: G� O 1711 Area: 4TION 172 Land TYbe: Lot Acregge ❑ 173 Garage: Yes ❑ No 42, 174 Pool: Yes ❑ No ©' ,it Cost Cost Unit Cost Cost ! cel!ify that this is.a true d o,y ,^f th;s r�rord as r I in nine b the Sut ,v Cc, ,jp �1�s^ssor. tdo .;arrant is ade as to 'he of kcnni (h I _ -utte County Assessor Date c:0oi3ci• /-/3-0 3 SUMMARY Assessment Year '197/ 19 77 19 19 Appraiser [y.0 ¢.7 ¢S W 15 J "- Date ,a �.6'(r,, /t 1.2L.231 774 f R.C.N. R. C. L. N. D. Land Value 95 SCJ aa� Total Summation D� O 1 Comparable 1 + _ or = `s S Comparable, 2 Comparable 3 4 Listed Price Sale Dafa 5-,0—,/7 "6 TOTAL PROPERTY APPRAISAL Land 7 9 d ��? so d o O C- .. Improvements �� O O y. Tofal Property �, O _ D D 40 Q4) ASSESSED VALUES Land Improvements ' Total Property Entered ! cel!ify that this is.a true d o,y ,^f th;s r�rord as r I in nine b the Sut ,v Cc, ,jp �1�s^ssor. tdo .;arrant is ade as to 'he of kcnni (h I _ -utte County Assessor Date c:0oi3ci• /-/3-0 3 liders Alum. 'MISCELLANEOUS STRUCTURES -OUNDATION LIGHTING BUILT-INS FIREPLACE ' r ROOM AND FINISH DETAIL oncrete-Raised Few Fair Kitchen Fan Location: Room Floors Walls Ceilings - :oncrete-Low Avg. Avg. Hood Metal Slone Story 1 2 B Cpt. Hw. Lino. S. R. PI. Pon. S. R. PI. Acc. Ex. Bm. :oncrete Slab Many Good Range - 'Brick Marble All tidies Glass Dr(s) iers - Recess 220V Oven Raised Hearth - - Entry Co /00 ludsill Spec. Rheos. Double Ovens Wall Hgt. - Living 197,5 fK 4U pD /ao Electronic Oven Free Standing Dining ! BONE STRUCT. HEATING Drop-in R & O Heatilator Family )utch Gable /d: Fr. C. 81k. Forced Central Slide -in R & O Flank Shelves Kitchen , rick Adobe 'Wall Gravity Garbage Disposal Dbl. Operiing Breakfast leel .Cone. Floor Perim. Dishwasher Two Story Bedrooms , Radian Ceiling Refrigerator EXTERIOR Elec. Bsbd. Intercom GARAGE •u eco Panel Gas 'Star. Breakfast Bar Attached Utility , _ iding Shingle Engrd. P. P. Vacuum Cleaner Detached -' KITCHEN- DETAIL - hake Asbes. Econo. Wel BarDouble Cabinets H.W. I O.P. I I Plywd. I Metal I Spec. Not. Stained & B Alum. - 220 V. Outlet Single Dr. Ed. & Cob. Top Tile -Mica Lina.. Splash R & C E G A F P r. Ven Stone COOLING Blender Carport BATH DETAIL liders Alum. 'MISCELLANEOUS STRUCTURES vrs. . Leaded APPRAISER &DATE:.' }L �Tft i ; I :rank Operated Ext. , ~ Age •$�S.F. � d. RCLND I '/7ASize $/S.F. Gd. Remote Control Dr. ^J ,�r•-�]Ite�m\ d lFdtn. cFir. "int.QRoof j 1 t t� AO®0 tidies Glass Dr(s) CON C, O -LN lJNiy %N)r1 197 E .20F30 liders Alum. 'MISCELLANEOUS STRUCTURES vrs. . Leaded APPRAISER &DATE:.' }L �Tft i ; I :rank Operated Ext. , ~ Age •$�S.F. � d. RCLND I '/7ASize $/S.F. Gd. RCLND $/S.F. % Gd. RCLND ^J ,�r•-�]Ite�m\ d lFdtn. cFir. "int.QRoof j 1 t t� AO®0 tidies Glass Dr(s) CON C, O -LN lJNiy %N)r1 197 E .20F30 j-� Co /00 /,20v ROOF Q tr r 197,5 fK 4U pD /ao deo ;able c•Jf/-/ 1 +-r ;_ �� I -r-, -r i- ; 'J I 1 1 1' I-� !�r�- �-,- r'r f-r,-rt-, , r �Ti -1-t,-;f-t�-- 'f. �_ - .2000 )utch Gable , i 4-i- �;�. ;'; H-1- �..j . -1.1-,-r - ,,-t-r�-i=T-t-? +!— lip TOTAL 66 -hed REMARKS: % 2g ,L AJ , 3Va g� j�.e CALCULATIONS: - 'lot J lV QLor) 16'+q a A1,0- Nansard Vi tds v :ut-Up - - • 1 :eTli,.y that "his is a b ue.and r, , L Ct copy of 'in. Eaves + hingle .hake Kcnne'n. I IOr e rs - ste C my ASSeSSOY` :ompo-Shingle - :ompo-Roll 'ar and Gravel Cate coaled' ;utters &<Dn. Spts. fZR 7n i/ )` 1 l G I�_T-i- }L �Tft i ; I _t I , ~ } .J 7`� T1 ; ^J t T f I j 1 t { 1-� ` I t j-� ' l! -� �- i• -T _�--]- - i +-r ;_ �� I -r-, -r i- ; 'J I 1 1 1' I-� !�r�- �-,- r'r f-r,-rt-, , r �Ti -1-t,-;f-t�-- 'f. �_ t + L_41,1_ - r -i , i 4-i- �;�. ;'; H-1- �..j . -1.1-,-r - ,,-t-r�-i=T-t-? +!— ^ � : .�.1 7 '1L OPTION GLAMOL D949CT/6626 3BEDROOM - 2BATHS - CATHEDRAL THRU-OUT (1,694 SQ.FT.) k M.H.L-2 1J' .. .' .^ : <'.�. '': ? ` '` 3 '.'' ` i ii i ` . »: >::>: BLE .><:::>::i:.::i:.........................................E.. NS's` 1 . Owner's Name: BELVA JEAN WILSON,.. 2 . Assessor's Parcel Number. 24-270-33 3. Installer's Name:'SKYCREST'ENTERPRISES ' 4 . Is the site currently under permit? Yes [ ] No [X J Permit No. 5 . Is the site an existing site: Yes X =� No X ^ ] , (If yes, furnish two plot plans). 6 . What'is the electrical rating of the mobilehome? 100 Amperes. ti . 7 . What'is the mobilehome site circuit breaker rating? 100 Amperes. k 8 . What `is the electrical `rating of the mobilehome site? 200 Amperes. 9 . Is the "main service remote from the mobilehome site? „ Yes [ J No [ J If it is, what is the rating? Amperes. 10 . Is there any other electric load to be served by the mobilehome site electric service ' (i.e. well, garage, etc.)? Yes [ X ] No `[ X Ifyes,-please identify the load and size: a) The mobilehome site: Load - WELL Amperes - 20 b) The main service: Load- �._.,.:•�..;a , . .. 'Amperes - 11 . Type of gas service'at mobilehome site: Natural _ [ X 'I Propane [ ] , None (. J 12 . Size of gas pipe at the mobilehome site from the meter or tank: 3/4 inches. 13 . What is the gas pipe length from the meter or tank w the mobilehome? 14. What is the mobilehome gas demand? BTU.* %This,information,is•not _requireO0the pipe lengtk is less.thans6 feet on natural gas or less.than SO feefon propane)'', THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO -PROCESS THIS-PERMPP APPLICATION " `.. boa M.H.I.-2? Mobilehome Manufacturer: ; ' '' r } i SKYLINE ' '` ' Manufacture Year: 2003 If other than single wide, furnish Setup Model Number: D949CT Width: _.25'8" (ft.) �qgth: 66_(ft.) Tagalong or Expaindo Size (ft.) xOn all mobilehomctured after October 7, 1973,.furnish manufac s installation man tural setup sheets. FOOTINGS • ood res treate o 1 0., on grade ] Other: ex o SUPPORTS: C cr e o er: Provide Tie Dow Sp ifica 'o s for all Mobilehomes: er Fo'bthigs Sizes and Location SIIJGLE WIDE Line 1 Piers: Line gs: Size minimum: x minim 18.5 X 18.5 Spacing maximLLm: Each sid�of o g From ends=maximum: with width over: 4' 0" Line 2 Piers: ' 7 �� Line'4 Piers Size minimum: 18.5 X Q,$t54 Size minimu�: x Spacing maximum: 6' 0" ,,Spacing maximu•\m: " From ends -maximum: 2' 0" From ends-maxL�ri " Line 3 Roof Lo Size minimum: 37 X 18.5 1100WLXMVL 37 X 18.5 7 X; 8.5 1, 37 X 18.5 Location (fro ): 16'8" 35'6" 1 49'2" 1'4 66'0" i; ��eS'f/ i +1:19 � .`(i�.lT i �:;'3r"� E'l,Jl:: •'iii? / i `E'�it '; i'lt Line 5 Roof S minimum: Location (from r ): OVER DEVAt IV D934CT STB FNDTN TI - WIDE tael lime Line 2 Line 2 Line 2 Beams line 2 ;.�............... .... ................ Line 1 �:......... Im 3 ............................. Line 2 ............ ..... Mai� .................................... .......'..... . ...•........................... Line 2 Line 1 5 Tag or Triple 4, Line 1 Piers: Line gs: Size minimum: x minim 18.5 X 18.5 Spacing maximLLm: Each sid�of o g From ends=maximum: with width over: 4' 0" Line 2 Piers: ' 7 �� Line'4 Piers Size minimum: 18.5 X Q,$t54 Size minimu�: x Spacing maximum: 6' 0" ,,Spacing maximu•\m: " From ends -maximum: 2' 0" From ends-maxL�ri " Line 3 Roof Lo Size minimum: 37 X 18.5 1100WLXMVL 37 X 18.5 7 X; 8.5 1, 37 X 18.5 Location (fro ): 16'8" 35'6" 1 49'2" 1'4 66'0" i; ��eS'f/ i +1:19 � .`(i�.lT i �:;'3r"� E'l,Jl:: •'iii? / i `E'�it '; i'lt Line 5 Roof S minimum: Location (from r ): OVER DEVAt IV D934CT STB FNDTN mobilehome Manufacturer: 'd L.) 'i.kl P-1'1 4 1��,4 . •,Mafitlfacture Year: pU -,"'O.CAC/ If other than single wide, furnish etup Model Number: ,'Z> Wi4th �-(ft.). Length: /o (ft.) Tagalong or'EFp,�apdo Size (ft.) x (ft.) %On 'allM'obilehomes , manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup,sli6ets. FOOTINGS: Wood pressure treated or foundation gr de[>q.'Other:,�L SUPPORTS: Concrete block[ Other: Provide Tie Down Specifications for all Mobilehomes: Pier Footin-gs'S_izes, -and Location SINGLE WIDE MULTI -WIDE Line 1 Line I Line 2 ........................................................................................... Main Beams .............................. ... ��: . ............................................ ................... Line 2 ine 2 Line 1 a Line '3 Line 2 ............................... ........................................... ........... Main Beams ................................................................................................ Line 2 Line 1 . ............................................. ... L Tag or Triple ine 4 ................................................. > A ine I Line I Piers: Size minimum: r 1 x r I Spacin&maximum: From ends-maximum:l Line -2 Piers. Size minimum: x Spacing maximum: From ends -maximum: 1 I U . 71 Line 3 Roof Loads: Size minimum tlZvs X I * Location (from front) . Line 5 Roof Loads: Size minimum: Location (from front)- Line 1 Openings Size minimum: 44 1 x Val Each side of -openings with width over: Line.4 Piers: -Size minimum:x Spacing- maximum:. From ends -maximum] May 19 VSA: Y171e� I 00^ e BURDNG DE 'PAK11.10. �' APPRO�EQ /1/_0 rjisi 6ffi0 ,vok T 7 May 19 VSA: Y171e� I 00^ e BURDNG DE 'PAK11.10. �' APPRO�EQ /1/_0 M.H.L-2 1. Owner's Name: 2. Assessor's Parcel Number: 7Q — "3 3' 3. Installer's Name:y 4. Is the site currently under permit? Yes[ ] No [,M Permit No. 5. Is the site an existing site? Yes[]. No[ . ] (If yes, furnish two plot plans). 6. What is the electrical rating of the mobilehome? Amperes. 7. What is the mobilehome site circuit breaker rating? -,or) Amperes. . 8. What is the electrical rating of the mobilehome site? 4,.9 O Amperes. 9. Is the main service remote from the mobilehome site? Yes[ ] No[�4f If it is, what is the rating? Amperes. 10. Is there any other electric load to be served by the mobilehome site electric service (i.e. well, garage etc.)? Yes[ ] No[ ] If yes, please identify the load and size: a) The mobile home site: Load- 14& // Amperes- b) The main service: Load- Amperes - 11. Type of gas service at mobilehome site: Natural] Propane[ ] None[ ] 12. Size of gas pipe at the mobilehome site from the meter or tank- inches. 13. What is the gas pipe length from the meter or tank to the mobil ehome?.6_--(ft.). 14. What is the mobilehome gas demand? B.T.U.* *(This information is not required if the pipe length is less than 6 feet on natural gas or less than 50 feet on propane). IDE OF PROI D IN ORDER May 1995 8.5 D - ~ N I C Y � N _ l0 1 ti • r Lu N maimY If• -1'----- —5'-4' 18•-8'— ra `� p�.j f9D� ~ O C O_ � v O I 1 ru Ca 1 O 1 2640# o o A _2 35 /5Q 24601p1 1 'x. $ u 3390p SSSOJ 51r-4'_ 51'-4" 2640$ 26401 P4 7 CDQK� . 1 KITCH q r \ � • ♦ 1 O FI 1 b' FIFE 1 t 9321 VOL. i SEC. 4 tl- 51 PC. 6-700 CENTERLINE SUPPORT REQUIREMENTS ®. - - ORAWN BY_ VAN o THIS SHEET IS TO BE INSERTED WITH SUPPLEMENT TU FIELD INSIALLATION MANUAL FOR -- GATF•: 21y ROOF ZONE SNOW LOAD. SEE ABOVE PRNi FOR LOAD RFOUIREMENTS AND LOCA110fiS. 201 ROOF of _ oN' ORA»1NC NUMBER N u -- — crvE IQAD 6626-xTc-7a-tAh+ .- .4- .t-rk. _�1L' .f. -. . �.� .t"e-. _•4 r- _..,:s. �,� .s�3::--t:.k.£�,..,,, - �h".. _ s .f;=.�.r�.;-€:Y.»' �y�.�i'... VEC'� #OR D FIVgNI _ , - ICS. OUMF h,�E�MDATOpSS WIND ZONE I &. 2 - INSTALLATI ON. INSTRUCTIONS For the State' of, goffforr a' � ` Release DaW8/13/2001 _.,INDEX, . SECTION INTRODUCTION PIER HEIGHTS . GENERAL INSTALLATION SET-UP INSTRUCTIONS METAL PIER & V -DRIVE PARTS LIST CONCRETE INSTALLATION SCHEMATICS PAGE 'NUMBER 3 4 5 & 5a 6 7, 7A, 7B & 7C 8&9 WIND ZONE I ' - SINGLE SECTION WIND ZONE II - SINGLE V DRIVE - METAL PIER, - DOUBLE SECTION = TRIPLE SECTION - SINGLE SECTION - DOUBLE SECTION - TRIPLE SECTION SOIL CLASSIFICATION 10 11' 12 13 14 15 16 17 18 COMPONENT PARTS AVAILABLE UPON REQUEST Foundation System 63-oo(,g BUTTE cOUNTy SUONDEPIER.. APPKv ED Engineer Approval C7 : _, L4-: �. 26070 Ip �l3i d t CALI 'aie Yid (lsss, SUBJECT To COi2."'7- _1I014S NOTED APPROVAL DOES NOT AUniORtg OR APPRO VE ANY OMISSIONS OR DEVIATION FROM REQUMEME_YTS OF APPLICABLE STATE LAWS AND REGUL.ATIJ:.S State Of California , Depattment of Housing ad Community Devclepraent D F CODES AND STANDARDS By f �9— 4:;s t�nl ,PA NO. C? C?— ZS bis Plan Approval F.x&= 7 — 10 — D For Further, Information WE DOWN ENGINEERING 5901 Wheaton,Drive Atlanta, GA 30336 r 404-344-0000 FAX 404349-0401 www.tiedown.com r. t r. 4 For Further, Information WE DOWN ENGINEERING 5901 Wheaton,Drive Atlanta, GA 30336 r 404-344-0000 FAX 404349-0401 www.tiedown.com Tie Down, Engineering, Inc. VECTOR DYNAMICS INSTALLATION -INSTRUCTIONS Introduction These instructions describe the proper use of the Vector Dynamics Foundation System - in Wind Zones 1 & 72. "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 mufti sec- tion homes.. Instructions for Class 5, Sub Soil Conditions, (Wind Zone I & II), 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 mamdac- tures Home Installation Manual for other pier & anchonng6cirements. The following characteristics apply to both single and multi section homes • Main rail minimum spacing of 86 inches or greater. • Nominal 8 foot or less top plate height at side walls. ` • Main rail depth of 12 inches or less. • Maximum roof slope of 20 degrees (4.4 in. in 12 in.) • Maximum pier height under main rail of 56 inches (see page 3). WIND ZONE I • Maximum single section home width is 16 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum double section home width is 36 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum triple section home width is 48 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. WIND ZONE II • Maximum single section home width is 15 ft including eaves, maximum eave width is 6" per side. • Maximum single section home width of 16 ft. including eaves. must use two additional vertical ties/ anchorststabilizer plates (one per side) as listed in the charts on page 15. • Maximum double section home width including eaves 32 fL, 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 Figure 9 Maximum Pier Heighf'(Wind Zones I & II only The Vector Dynamics Foundation System may be used on homes which require pier heights not to exceed 56 inches under one or both main rail(s). Note that a ground anchor must be used at each side of a Vector system location in Wind Zone 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 in and/or state requiremertts. 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 mai Unequal K6r'Heights ( Wind Zones I & II only rigure z 5 in. iax. Vector Dynamics may be used on homes with unequal pier heights of 56" or less under one or both main rails. The difference between the taller pier and the shorter pier cannot exceed Note that a ground anchor must be used at each side of a Vector system installation in Wind Zone J and where either of the pier heights in that location exceeds 24 inches on a single section home in Wind Zone I. ''Only concrete°blocks and pressure treated *lumber compression members are permitted on unequal pier heights using the Vector system. Piers must be"constructed in accordance with themanufacturer's installation instructions and/or state requirements. The use of interlocked double stacks of concrete blocks may be required by the'home manufacturer or state. Check with the most recent regulations in your state. Page 3 Califomial. /2001 GENERAL INSTALLATION INSTRUCTIONS SITE PREPARATION It is necessary that the home -site be properly graded and sloped to prevent water and -moisture from standing -or flowing beneath the home. See manufacturer's home installation manual and state requirements for grading and other site preparation. FOOTINGS AND FROST LINES The Vector Dynamics Foundation System can be placed directly on top of the ground after clearing all loose vegetation. In areas where frost line/poured ,footers are required, the Vector ,system for concrete is used. See pages 8 & 9. FOUNDATION/FOOTING SPECIFICATIONS FOR VECTOR -PADS - ' Vector Pads must be used in place of conventional foundation pads for each Vector foundation system. Each (set of) Vector Pad(s) provides two or three square feet of pier bearing support. Vector Systems should be spaced as evenly as possible along the length of the home, with one Vector system within two feet of each end of the home. For pier locations in between the Vector Systems, use the foundation pads normally recommended by the home manufacturer and/or state requirements. Pier heights in excess of 24 inches or when unequal must follow instructions printed on page 3 of these instructions. Nominal 3-1/2 inch or 4 inch Schedule 40 PVC pipe or TDE steel compression strut (#59043) may be used only when the pier heights are similar on fairly level ground. Steel strut and PVC are not permitted when metal pier foundations are used. The adjustable galva- nized steel compression strut, #59043, is attached to each inside pad with a 1/2"X 2-1/2" grade 5 carriage bolt and can only be used with the swivel connector on strap. The grade 5 bolt attaches the swivel connector and the steel strut to the pad. When the swivel connector is used with,a wooden or pipe compressive member, the vector diagonal connector should be part #59279 not #59276. After tightening the end grade 5 bolts, adjust-. ment bolt is installed through the two square steel compression struts to lock them in place. Foundation pad size and pier spacing must be consistent with home manufacturers' instructions and/or state requirements. LUMBER/MOISTURE - TERMITE SHIELD To cut lumber (2 - 2x4's or 1 - 4x4 per Vector system) for the center compression section, when using con- crete blocks for piers, measure center to center frame (I-beam) distance and subtract 16". When using METAL PIER STANDS, measure center to center frame distance and add 16". 3-1/2" or 4" nominal schedule 40 PVC pipe meeting ASTM D1784 or Tie Down's steel compression strut (#59043) may be substituted for lumber as the center compression strut under certain conditions described above. Pipe adapter bracket, part #59281 must be used with PVC pipe simultaneously with the Inside Tie Brackets, part number 59276. The pipe adapter bracket is used on top of the pipe. and under the Inside Tie Bracket. In certain regions the optional Moisture Termite Shield may be required between the lumber and ground. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths are the same, the pre-cut boards will also be the same length in each Vector set-up. STRAP TENSION All strapping must be tight upon assembly of the Vector system. Tests have been conducted with "hand tight- ened ".strap in the Vector system to remove the need for specific tension specifications. Hand tight is defined as removing all slack with minimum of movement available when pressing on the strap. While subsequent tight- ening of the straps is not required, straps should be checked after any strong wind conditions, just as conven- tional anchor tie down straps should also be checked, to insure the maximum performance of the foundation system. A minimum of two factory 1/4" spot welds must be used when straps are connected to the swivel con- nectors with welds. Page 4 Califomia N001 Set -Up Instructions for the Vector Dynamics Foundation System #59007 (Kit #59007 is interchangeable with Kit #59018) 1. SET VECTOR FOUNDATION PADS - Long shoe Clear all loose vegetation from the immediate u -e n \ u �rc area where your Vector foundation pads will rest. Press or hammer pads into the ground. _ Tip: Place a 3/8" nut on each U -bolt to keep it — in place while you position the Vector pads. �^...:' � �-•-�!-.� �� tea. - �. .4 2. SET BLOCKS (OR PIERS) ON VECTOR FOUNDATION PADS Center the foundation blocks over the Vector pads. Place the pre-cut 4x4, 2x4's (side by side), Schedule 40 PVC (w/PVC adapter plate, part #59281) or 1 adjustable TDE steel compression member, (part #59043) tightly between the blocks, with ends resting on the Vector pads, and centered on each U -bolt. 3. OUTSIDE TENSION BRACKETS Attach an Outside Tension Bracket to the U -bolts on the outside of the foundation blocks and Vector pads. Place one of the short 6"- 2x4's between the bracket and Vector pad. Adjust the short 2x4 so that it pushes against the foundation blocks, removing any space between the piers and center compression section. Tighten the 3/8" bolts. 2 square foot pad placement or (1) 3 square foot pad 4. INSIDE BRACKETS AND STRAPS Attach the Inside Tie Brackets to the U -bolts over the pre-cut boards or PVC. Attach a strap with hook to each inside tie bracket. Tighten bracket. When using looped strap and a crimp seal, in place of the hook, place a 3" long section of strap, folded in half and inserted between the strap and inside tie bracket. Place other end of strap over the opposite (- beam and continue down to outside of the foundation blocks. Attach the strap to the Outside Tension brackets using the slotted bolt and nut provided. Wind strap a minimum of five times around the bolt. Continue tightening the slotted bolt until all slack has been removed and the strap is tight. 5. SET ANCHORS Refer to section home drawings for anchor installation information. Stabilizer plates are required for diagonal ties only. Preload anchor against stabilizer plate. Make certain all slack is removed and strap is tight. For single section homes in rocky soil conditions in Wind Zone 1 only (Soil Classifications 2 & 3 only), use minimum of 3 each V -Drive anchors per side. See drawing on page 6 for placement. Page 5 California 001 Tector System #59018 •i •i0 Long U-13olte 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 /2001 Vector Dynamics. Metal Pier Installation For metal piers, place the piers in the center of the Vector pads. Set the single 44 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 �►"_ 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 gQ the anchor head to allow at least five wraps around the slotted bolt. Continue tightening strap until all slack is out and strap is tight. Page 6 California �K2_ 001 Ylector... - e' Foundation � sector _ . . , Systems_ Component Parts,. List -•-'-'-.---...-•-•-•. •-•-•---•-•-.-•-•-•-•- ,- _._._._._._._._ _._._:_._._._._._._._ _._._. _. . - Vector System 2000 ft gd o Kit # 59018 Single piece pads with straps L ,e and slotted bolts Part #'s included: 59310, 59288, 59135, 10925, 59279, 83044z, 59232 & 59732 e Q Vector System Q Kit # 59007 4� p Part #'s included: 59275, 59282, 59276, 83044z & 10999 . 0 0 4 0 0 0 - Concrete Vector System Kit # 59008 (for single stack blocks) Part #'s included: 59277, 59282,* 10530, 83044z, 59279 & 59232 Part #'s included: 59273, 59282, 10530, 83044z, 59232 & 59279 Concrete Vector System Kit # 59006 (for double stack blocks) Page- _ __ California _ 8 200.1 9 Vector Dynam4cs r _ t. •. Foundation SysteMr ."domponent Parts List r` Vector 200.03 Sq. Ft. Paei Pa rti#59271,_ _ 1 required with 59026. Longitudinal System 2 required with 59024 Lateral System 0U1 Part #'s included: 59281, 59288,10925, 59232 & 830441 Part #'s included: 59269, 59113, 59282 & 10999 Adjustable Steel Compression Strut P/N 59043.,:::..:_ - Or these products available at your local hardware store cess��e �cee��l ' xalP A c<, es 4 I 2ea•2X QOQVGQ�Q2 Vector Lateral Hardware Kit Kit # 59024 (fogy use with 59271) V-Drive.Anchor Kit Kit # 59287 (for use with Kit#59007 only) A. Schedule 40 PVC pipe: 3-1/2" or 4" nominal schedule 40 polyvinyl chloride pipe or conduit made from type -1, grade 1, with cell classification 12454 as defined in ASTM D1784. Compound dimensions and tolerances in accordance to the requirements of ASTM D1785D. Color can be gray or white. Outside diameter is 4 inches. B. Ground Contact Rated Wood: No. 2 yellow pine or equivalent, pressure treated to AWPACI-1990 mini- mum, stamped "Ground Contact Rated" on wood or on label attached to the wood when purchased. c Page 7A Califomia /2001 .e. 471 Vect6 ' ' ynaml cs .Individual Component P„arts Detail 5 � n VectorFDyriamics Single -Block Pad.,- - - - °° - Part # 59275 1 Sq. -Ft. 12 gauge; used inI pairs.. {` 16=3/16” X 9" x-2-9/16" Vector Dynamics 2000 Single Block Pad, Part # 59310 2 Sq- Ft. 12 gauge 18.719" x'15.625 x 3" Vector Dynamics Single Stack Concrete Pad Part # 59277' 12 gauge 17-1/4" x 11" x 5-5/16" Vector Dynamics Double Stack Concrete Pad Part # 59273 12 gauge 18.75" x 18.625" x 5.188" Vector 2000 3 Sq. Ft. Pad Part..# 59271 - 12 gauge 22.5"x 19.418"x 3" ® Vector -Dynamics Tension Link oo Part # 59282 Slotted Bolt Part # 59135 6.25" x 2.52" x 3" 3" x 5/8" 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.76_. Long U -Bolt w/Nuts & Washers Part # 83044Z 3/8" x4 n (16 Threads Per Inch) ® ® Short U -Bolt w/Nuts & Washers Part # 10999' .- 3/8"x 3" (16 Threads Per Inch) California _ 101 Protecto-Strap J ^ J o - Carriage Bolt w/Nut & Washew•, a Part -#59276 O Part # 10925 -. 6.3" x 3.3" x 7/8" 1/2" X 2-1/2" Strap Protectors ®�® Protecto•Strap Part # 59232 Part # 59279 6.3" x 3.9" x 7/8" PVC Adaptor._ Part # 59281 Carriage Bolt w/Nut & Washer 7.25"-x 4/56"x 1.42" Part # 10624 _ 3/8"-16 x 4.5" Tie Down Marked & Certified G60 Galvanized Strapping Model Part # Length MS35 59150 35' MS37 59155 37' Tie Down Marked & MS42 . 59160 42' Certified G120 MS60 59165 60' Strap w/Swivel Connector MS600 - 59170 600' Part #. Length 59732 12' p 59734 14' o.. 59736 16' Frame Tie w/Hook 8 ft. P/N 59195 Earth Anchors 10 ft. P/N 59210 12 ft. P/N 59211 0 Longer Lengths Available ' y 30" x 3/4" with 24" helix Black Paint: Part #59095 Galvanized: Part #59079 Earth Anchor Stabilizer V -Drive Head a 12" wide 4 i:. Part#59269 1 •: Black Paint: Part #59292 Galvanized: Part #59294 oe o Drive Rods ® Part #59113 0 1 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 1 of 2 �nvmics; . 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 rpust be a minimum of 2500 PSI and sufficiently cured and set to accommodate an anchor bolt to its, full load resistance. 1. Determine location of pier sets where the Vector systems will be located. 2. Place one Vector concrete pad (gals. metal) on the concrete where the pier will be located, centered under the I-beam of the home. Place the upturned edge towards the center of the home and directed to the opposite Vector pier. Do the same for the opposite Vector pier. 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 u -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. - Illustration One ad -. Vector p for concret Wood Cap and wedge Outside Tension Bracket Wedge 8/2001 Concrete footer Page 8 California Vector Dynamics System for Concrete /applications °InStf uctions for Vector- Kit #59008 (for single siack blocks) Or Vector Kit #59006. (for single or double..stack blocks) Page 2 of 2 J W471M s . 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 "I 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 ari inside tie bracket over the u -bolt so that the lip of the bracket is between the Vector plate and concrete blocks. Place washers and nuts on each U -bolt. Do not tighten yet. 13. Attach a strap with hook or crimp seal to the inside tie bracket, with sufficient length to go over the opposite pier and down to the outside tension bracket, plus 12 inches for wrapping the slotted bolt. Repeat for the opposite side. 14. Tighten inside u -bolts at this time. 15. Use the outside tension brackets to remove any space between the outside tension brackets, concrete blocks and the inside edge of the Vector pad, by tapping the brackets with a hammer. 16. Wedge the pier set at this time. 17. Using a 9/16" socket wrench, tighten all of the wedge/anchor bolts, securing the outside tension bracket and Vector pad to the concrete. 18. Using a slotted bolt in the outside tension brackets, insert strap through slotted bolt with end of strap aligned with outside edge of bolt. Turn slotted bolt until straps are tight using at -least five turns on the slotted bolts. Illustration Two Vector pad for concrete Inside Tie Bracket - it Concrete Compression �� ''� f Ot% boards U -bolt Page 9 9 California 6/2001 I WIND ZDNE I Vector D namics Systems Required � V \ I \ for Single Section Homes (Materials Required)- - n home ms _ 1e geCttector syst ms* 1e of a �n fa sP cit C3 tof Stattation n` n , EXamP howl 9e st be to t1a °ns cin9Mu s ind Pa Foundation Pads a ty 1 — i17 0 n Iv U Co N O O I 1 WIND ZONE I (not to scale) \2 sq. ft. pad/ -34 t 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 1 Vector System with the steel compression strut is Soil Classifications: 2, 3, 4A, & 4B 3,150 pounds per K2 Engineering test report. , Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 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 V One actor Kit, 2 slotted bolts V 2 ea. 1-1/4 In. ties, length will vary with pier height (4725 Ib. min. break), Y 1 ea. 4 x 4 pressure treated wood .. compression member X or 2 ea. 2 x 4 pressure treated wood compression member ' Anchor and stabilizer plate combination V or 1 ea. 3-1/2" or 4 nominal SCH 40 PVC Pipe compression member V or 1 TDE.adjustable steel strut + l , Y ^ _...�.. ... _,.,_a.�.....�. �.. - - _--.,.�af..a.hM:L'n.,faf4v.Efa•.rvo.ar.iwwul,.r.i.Ew"wdim I a WIND ZONE I Vector Dynamics Systems Required I � • — — — ♦ �' \ Single Section Homes Difficult Soil. Conditionsome seck"O' si k n�a1 guidelines- _ 1e of a � rat sP 9� me lnstattation 1 EXa o PshoWs mus be to o 111ustr atria spscmg - ' dalioo pads ; : _ - - > ;:,, ♦ ♦ ` . Four ♦ , f 4 •'•d g cn 1 t 7 — 2 ft. max. �yP• . CD _ .1 ♦ '1F 4. •' • ♦ ♦ a : 34 It - CD CD 1✓ �a V -Drive anchors ' are used only in WIND ZONE I (not to scale) NOTE: Vector Systems should be spaced as evenly as Is practicable along the length of the home. Pier spacing mai be cortsisterlt with home manufaarrers' hsltalatlon . Irtstrtrctlons and/or state requtterrlerlts Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per Soil Classifications: 2.3. the K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': "V" Drive Anchor, Part Number 59269 1-1/4" frame ties w/4725 lbs. min. breaking strength. Home Length com Vector Systems Anchors Required • •y r ✓rive Anchors" Eaeh Vector Foundation System requires Required Per Side ' • One Vector Kit, 2'V' Drive Anchors, 4, slotted bolts 2 ea. 1-1/4 in. tie, length will vary with pier height r (4725 Ib. min. break), i 1 ea. 4 x 4 pressure treated woad compression member 0 to 72' 3 3 • or 2 ea. 2 x 4 pressure treated wood t compression member ,i 1 1 t r or 1 ea. 3.1/2" or 4• nominal SCH 40 PVC pipe compression member (center 73' to 90' 1 4 4 pression member only) T } '' ��nnn • . or i TDE adjustable steel strut R '7/ •V"• Drivc Anchor, Part Numbcr 59269 2 ea. 2x4 pressure treated wood for t •V' Drive Anchor connection. 2 sq. ft. ad Note: PVC pipe cannot be substituted for wood on the r q P V' Drive Anchor connections. r J. C7 m 0 LIE N O '0 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 i Home Length Vector Systems Required Anchors Required Per Side ' 0 to 72' Metal Pier Sets 2 73' to 90' 4 ZONE I -, Vector Dynamics Systems Required J 4 for Single Section Homes Up to 72 ft._ (Materials Required) - sec�e� o �ysR e��a� guidelines- - I� - amp,e Wfs gin rble pa ndg�e��stallatwn X e to �,r-- skot\on s o mu , adand ` , tt mex.tYP i. NJ • \ _ 3A ft max.0.c.lYP Soil Classifications: 2, 3, 4A, & 4B ,l C7 m 0 LIE N O '0 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 i Home Length Vector Systems Required Anchors Required Per Side ' 0 to 72' 3 2 73' to 90' 4 3 mriunar ana staDlllzer plate combination S NOTE: Vector Systems should be spaced as evenly as is practicable �(, ' V Y along the -length of.the;home. ; r;., f (0 (D W C 0 M a) i WIND ZONE I _ Vector Dynamics Systems Required _ - " " " " e��;o� sy ems'1 9uilieines for Double Section Homes _ - - " " " " - ub;e s ve`` 'a � 2 f t d pa�%\1CJ nsta11ak\on (Materials Requiredl - " - - EXamP\ ho s gest be 10 bo m _ 11Wssr and spat►n9 m " _ - IE: - n Pad 1 ♦ _ dal;o \ u� " \ i:.h't• ' � .: � ;moi' q R. \ 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. pad/ iAm. Soil Classifications: Soil Bearing Capacity: Anchors Required: A4 tl. NOTE: Vector Systems should be spaced as evenlp as Is practicable along the length of the home. Pier spacing must be consistent with home manufacmi rs, fristallation Instructions and/or state requineria, . 2, 3,4A. 8 4B t 1,000 PSF minimum , None (m"arriage wall anchors may be required by home manufacturer.) Home Length Vector Systems Required 0 to 48' 2 48' to 71' 3 72' to 89' 4 b Each Vector Foundation System requires One Vector Kit, 2 slotted bolts 2 ea. 1.1/4 in. ties, length will.vary with pier height (4725 Ib. min. break), 1 ea. 4 x 4 pressure treated wood compression member or 2 ea. 2 x 4 pressure treated wood ' ! compression member ! or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC. Pipe compression member r - or 1 TDE adjustable steel strut n 41 O 00 •N ,O .O iH WIND ZONE 1 - Vector Dynamics Systems Required orrQm518ms for Multi Section Homes ' W S Jor ector sYman�at 9 i. • R ` - - � 9L enema et�hort9et �stattatton " (Materials Required) _ �amphows9 tbeto , , 111ostratnd sp }on gee% k pads ` foUndauon pad 21h- 1 � Soil Classifications: 2, 3, 4A, & 48 `• - Soil Bearing Capacity: 1,000 PSF minimum ` Home Length Vector Systems Required Anchors Required Per Side Homes up to 48' 2 Vector Foundation Systems 0 Homes over 48' 3 Vector Foundation Systems 0 up to 52' the K2 Engineering test report. Homes over 52' 4 Vector Foundation Systems 0 up to 76' One Vector Kit WIND ZONE 1 l NOTE: Shear wall, ridge beam support posts & marriage wail straps & anchors may be required by the home manufacturer. Vector systems should be spaced as evenly as is practicable along the length of the home. A two foot varlance + or - Is allowable at each system.Pler spacing must be consistent with the home Installation manual. . \2, sq. ft. pad/ •`r Maximum allowable working drag load for the Vector System with the steel; compression strut is 3,150 pounds per the K2 Engineering test report. Materials: Each Vector foundation system requiresi - F One Vector Kit 2 ea. 1-1/4 in. ties (4725 Ib. min. break) f 1 ea. 4 x 4 wood compression member i or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe compression member or 1 TDE adjustable steel strut. •`r n WIND ZONE II (not to scale) 'f 00 , N O 0 2 sq. ft. pad Home Length Vector Systems Required Anchors Required Eaves 6" or less Eaves over 6" less than or e ualto 12" WIND ZONE II (Hurricane) 4 5 49' to 60" Vector Dynamics Systems Required 6 61' to 72' 6 for Single Section Homes 7 73" to 84' 7 (Materials -Requirp.d}' �: --"- Se��o�o °y emsai guidelines ' '8 g -_ a 72 'an lk SP ging lo�skaiiation M30\33 1 - of hom EXamP1h°mss 9ensk be to 1 skrakjon ng an Pads Foundation te �'t ` +' 'NOTE: FoF'single section homes 2lt x'tyv U1 - ,a �1`j - - ' ' with eaves that exceed 6 Inches �' ., In Zone 2,=two additional frarne tie anchors with stabilizer plates r , n _ = (one anchor and one plate per t be led iditon sidto the hors number of an listed ted In the chart below, Maximum allowable working drag load for the Vector System with the steel ' Soil Classifications: Soil Bearing Capacity: 2, 3, 4A, & 4B 1,000 PSF minimum compression strut Is 3,150 pounds per the K2 Engineering test report. i. + Anchors Required': 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. n WIND ZONE II (not to scale) 'f 00 , N O 0 2 sq. ft. pad Home Length Vector Systems Required Anchors Required Eaves 6" or less Eaves over 6" less than or e ualto 12" 0 to 48' 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 g 9 i Vector Systems should be spaced as evenly as Is 1 practicable along the length of the home. Pier spacing r` must be consistent with home manufacturers' Instructions and/or state requirements. Each Vector foundation System requires • One Vector Kil, 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 treatedwood} compression member . °1 or 1 ea. 3-1/2" or 4- nominal SCH 40 membe PVC,pipe compression + , or 1 TDE.adiustable steel Strut} r r +. A, WIND ZONE II Vector Dynamics Systems Required e 1 s for Doubie:'Section Homes - _ _ - - - - ub�e sew°.,or ° maw a1 gu`deltnes=1�; (Materials Required) _ - - - - " " - i a �2 it dSPac'n a Inst. 1latton - - S)wnP s olds 9 ,st be to hOn' k\\\USlfald Spacing fn anion pa 1 Found ,. Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per a. the K2 Engineering test report. NOTE: Vector Systems should be spaced as evenly as Is practicable along 1 the length of the home. Pler spacing must be consistent with home manufacturers' Instructions and/or state requirements. . I t Soil Classifications: 2, 3,4A, & 4B r Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lb's. min. breaking .strength:. ,.. i Home Length Vector Systems Required Anchors Required Per Side" 0to48' 4 4 49' to 60" -:5 5 61' to 72' 6 6 73" to 84' 7 7 85' to 90' 8 8 ' Each Vector Foundation, System requires • One Vector Kit, 2 slotted bolts - f • 2 ea. 1-1/4 in. ties,'length will vary with pier height (4725 lb. min. break)`: • 1 'ea. 4 x 4 pressure treated wood , ~ co or member, • or 2 ea. 2 x 4 pressure treated wood i. compresilon member or, Ves. 3-1/2" or 4' nominal. SCH 40 PVC pipe compression member or -1 TDE adjustable steel StruI �. �.,X, WIND ZONE 2 Vector Dynamics Systems Required 3 Section. Homes (Materials ' Required) I l•. ,—X Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. t SnvtUaclt+0t°nv �� onYme'J at gutdettnes `I \ ' S ws 9 usbe ttI io h°R,e to - ' - - _ \ \ ` . `♦ I ♦\ 1 `♦ FOundsllo C \ r r; /] WIND ZONE 2 T--� 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 Soil Classifications: Soil Bearinq Caoacily: 2, 3,4A,&4B 1.nnn PSP minim— 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' steel struti 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 . y up to 90' I Each Vector tbundation system requires ' One VectorKit Materials: 2 ea 1-1/4 In: ties (4725 lb. min.: break)' ' 'Anchors Required: 3/4' x 30" anchor (59095), or 2 ea 2 x woodd'od compre sion memression ber or A with vertical straps ( 3+1/2' or 4" nominal SCH40 Pipe: compression member or 1 TOE adjustable w steel struti VECTOR. DYNAMICSINSTALLATION 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 f6r sub -soil,- Class - - • .5 conditions (above 50 in. lbs.), contact Tie Down Engineenng: w - SOIL CLASSIFICATIONS Soil Class Types of Soils Blow Count (ASTM Soil Test Probe (1)' D1586) Torque Value (2) 1 Sound hard rock...... - NA NA Ver "ldense and/or 40 -up More than 550 in. lbs. cemented sands, coarse 2 gravel and cobbles, preloaded silts, clays, and corals Medium -dense coarse _ .24-39 350-549 in. lbs. 3 sands, sandy gravels, very -• stiff silts and clays �- 4A Loose to medium dense 14-23 275-349 in. lbs sands, firm to stiff clays 413 and'silts, alluvian fill 175-275 in. lbs Peat, organic silts, 0-14 175 in. lbs 5 inundated silts, loose fine and lower sand,,alluvium, loess, varied clays, fill, fly ash. (1) The purpose of the,soil test probe is to gage the strength of the soil below the surface and near the anchor's helical plate. The strength of the soil is estimated in terms of its' resistance to penetration (flow) under load by means of the torque probe and is measured in inch lbs. The test probe has a helix on it. The overall length of the helical section is 10.75 in.; the major diameter is 1.25 in.; the minor diameter is 0.81 in.; the pitch is 1.75 in. The shaft must be of suitable length for anchor depth. Y (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 . eco f Page 18 California 8/2001 •` J • ` I i