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064-320-016
RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 C 09:31 Y of Document Recorded 06 -Aug -2003 2003-0052485 Has not been compared with original BUTTE COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. BENJANIIN HICKEY AND LUCELLE A. HICKEY REAL PROPERTY OWNERAMSOR 14246 CALDWELL COURT MAILING ADDRESS MAGALIA BUTTE CA 95954 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 SAME CrrY 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 03-2192 530 538-7541 B G PERMrf N TELEPHONE NUMBER SI NATURE OF LOCAL AGn4CY OFFICIAL DATE NONE DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO. , HM SYSTENS INC. 1989 BAYWOOD / 173 MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER HSCASNA/B 90321289 60'X26' PFS2048 69/70 SERIAL NUMBERS) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER AP # 064-320-016 HCD FORM 433(A) REV. 8/91 WHITE - County Recorder CANARY - HCD PINK - Applicant GOLDENROD - Building Dept. 93-13875 2 EXHIBIT'"l1" December 4, 1992 DESCRIPTION DEPT. OF VETERANS APPAIRS AND EDWARDS PARCEL TO Bir RELEASED CONTRACT NO. 521427 All that certain real property situate in the County of Butte, State of California, described as follows:" A portion of Lot 12, as shown on that certain map entitled "PARADISE PINES UNIT NO. 4", which map was filed in the Office of the Recorder of the County of Butte, State of California, on October 1, 1970 in Book 35 of Maps, at pages 97, through 101, and more particularly described as follows: BEGINNING at the Southwest corner of said Lot 12, thence along the boundary line between Lots 12 and 16 .of said Hap, North 13' 13' 39" East,. 110."26 feet to the Northwest.. corner pf. said. Lot ,:12,.. thence South 10' .66— 46'- 6dest, .110.62 • f�dt to the -South l inea of *.said' roti :12., .thence along- said.•Bouth line .Hor.th 76' * 46'..21" West, 6..00 feet t -o .the Point. of Beginning and containing 330.78 square feet. EXCEPTING THEREFROM all minerals, oil, gas, asphaltum and other hydrocarbon substances, with provision that any and all mining operatio- ns shall be done from orifices outside the surface area of the land harein described, and that no damages shall be Qone to the surface of said land. The purpose of this Deed is to effect a Boundary Line Modification as approved by the Butte County Development Review Committee on November 23, 1992. This Parcel is to be combined with and become a part of the Parcel of land owned by Benjamin Dickey and Lucille A. Bickey,Lhusband and wife asJoint Tenants as recorded August 27, 1991 under Butte County, Ciliiornia Recorder's Serial No,_91-33285 and no. now parcels.ar* -being created: � . `�SEp LANDsvR` OQOON L. Sy�E3o �� r cordon L. Shiel t L. S. _TuA L.S. 3346 EXPIRES 06-30-96 6568NICKY.DES 1i I tip tion: Butte,CA Document- rear. DOCZD 2002.3266 Page: 3 of 4 stove Co=ent: Poo/zoo 01 VS0HaCNOd 90 F asialIVd AIII'IH014 6TZ9 LLS OES XVd OT:ZZ £00VOZ/LO .. r i 9 I -35.285 DESCRIprION ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF TUTTE, DESCRIBED AS FOLLOWS: PARCEL i� . LOT 1S, AS SHOWN ON THAT CERTAIN HAP ENTITLED, "PARADISE PINES UNIT NO. 4", WHICH MAP WAS RECORDED IN THE OFFICE OF THE � RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 1, 1970, IN BOOK 35 OF MAPS, AT PAGES) 9? THRV 101. CERTIFICATE OF CORRECTION RECORDED DECEMBER 2, 1970, .IN BOOK 1645, PAGE 4, OFFICIAL:RECORDS. . EXCEPTING THEREFROMMINERALS OIL, GAS i" ASPHALTUM AND OTHER HYDROCARBON SUBSTANCES, WITH PROVISION THAT ANY AND ALL MINING ' OPERATIONS SHALL BE DONE FROM ORIFICES OUTSIDE THE SURFACE AREA i OF THE LAND DESCRIBED HEREIN, AND THAT NO DAMAGE SHALL BE DONE TO THE SURFACE 07 SAID LAND. PARCEL 2I: i A ICON-E.XC.LUSIVS EASEMENT -.OYER_ LATS A, B, C AND D (T!{E _COMMON AREAS) OF SAID PARADISE PINES UNIT NO. S, AND THE LOT A OP PARADISE PINES UNIT NO. 4, FOR INGRESS, EGRESS AND THE USES AND PURPOSES SET FORTH IN THE DECW,.RATION of COVENANTS, CONDITIONS AND RESTRICTIONS, AMENDMENTS THERETO AND THE DECLARATION OF ANNEXATION FOR PARADISE PINES UNIT NO. 4. aription: Butte,CA Document-Year.DoclD 2002.3266 Page: 4 of 4 or: stove Comment: - £00/£0001 VSOHHGNod ao .F 2lsl(liuVd.AZI'I3QI3 PTZS 449 0£S, YHd OT:ZZ £OOZ/0Z%LO BUILDING PERMIT NUMBER: 03-2192 Address or location of unit: 14246 CALDWELL COURT, MAGALIA CA 95954 Legal Description of Real Property: AP # 064-320-016 SEE ATTACHED (x) Mobilehome/Manufactured Home () Commercial Coach Has been affixed to the real property above by installation on a foundation system ' pursuant to Health and Safety Code Section 18551. Owner's name: BENJAMIN HICKEY AND LUCELLE A. HICKEY Owner's address: 14246 CALDWELL COURT, MAGALIA CA 95954 INSIGNIA OR HUD NUMBER: PFS2048 69/70 SERIAL NUMBER OR V.I.N.: HSCASNA/B 90321289 MANUFACTURER'S NAME: HM SYSTENS INC. YEAR: •1989 OFFICIAL APPROVING INSTALLATION: DATE:'- PHONE: (530) 538-7541 H.C.D. 513C S IN E OF GALIFU AIA - ULVAM I MEN I OF HOUSING ,.4U LUMMUNI I Y UEVLLUI'MEN I rFRTTFTCATF nF TTTI F MORTI FHFIMF OECALNO. I AN440 MANUFACTURER NAME/ID TRADE NAME MODEL DOM DOT DFS SPC EXPIRATIO HN SYSTEMS INC/09578 BAYWOOD 173 11/09/89 11/21/89 12/22/89 U SERIAL. NUMBER LABEL/INSIGNIA NUMBER WEIGIIT LENGTH WIDTH ISSUEDSCC EXEMPT USE I HSCASNB90321289 PFS204869 012030 000720 000160 10/16/91 04 12. SFD L 2 HSCASNA90321289 PFS204870 012030 000720 000160 CIT':<. J C) .® TOTAL r. LIEM�. NOLDER: FILL IN ITEMS 13 — 15 *** 4 ASSIGNMENT OF LEGAL OWNER FEES 5 13 j ^NAME ^ PAID= e ppY ' Yom,., — PLEASE PRINT S28.00 A D 0 R E S S E R G M I A S I T L E R E D O S W I N T E U R S L E G A L O W N E 2. R J U F N I I R O S R T L I E' N S H E O C L O D N E D R HICKEY BENJAMIN/ LUCILLE A JTRS 16504 27TH AVE EAST TACOMA WA 98445 3. RELEASE OF DEALER *34 NEW REGISTERED OWNER, FILL IN ITEMS 4 - 9 ** 4.A)_ AND OR 8) NAME - PLEASE PRINT HICKEY BENJAMIN/ _ 5.A) LUCILLE .A, JTDS x, °A :4 eve A CURRENT FLAILING ADDRESS 14246 CALDWELL CT CITY R71 CNTY ST ZIP 3!� MAGALIA CA 95954 6• FUTURE MAILZNG.ADDRESS RELEASE,OF REGISTERED OWNER :• :' :.';: - ::z LOCATION ADDRESS j 14246 CAL•DWEL CT ", :• CZTV:;:*:i.:' :'' ':. CNTY.• ST ZIP HAGALIA CA 95954 .:.:..:. . ..........- A) .. .. , . ;.q. ... RELEASE OF LEGAL OWNER ADDRESSt- B) RETENTION.OF LEGAL OWNER 12. e. CIT':<. ., CPITY CT ZIP C) .® *** NEW IST JR. r. LIEM�. NOLDER: FILL IN ITEMS 13 — 15 *** ASSIGNMENT OF LEGAL OWNER '� " •^"� 13 j ^NAME ^ ppY ' Yom,., — PLEASE PRINT ,4"p; i 3✓`"'•.• ` . t, +14. ey ADDRESS THIS OF 15. CITU CNTY ST ZIP *** NEW 2ND JR. LIENHOLOER, FILL IN ITEMS 16 - 18 *** 17. 18. NAME - PLEASE PRINT ADDRESS CITY CHTY ST ZIP' IMPORTANT 01-283—Ot CERTIFICATE OF TITLE MAY NOT REFLECT ALL LIENS RECORDED WITH THE DEPARTMENT HOUSING AND COMMUNITY DEVELOPMENT AGAINST THE DESCRIBED UNIT. THE CURRENT TITLE STATUS OF THE UNIT MAY BE CONFIRMED THROUGH THE DEPARTMENT. 0100053 ` IJlilllll!lIIIIIlIIII1111111lIIIII 2002-0003266 Retarding r'equcsted by: Recorded I REC FEE 16.00 We The People Official Records I CounttTy Of Wben recorded return to: < CANDAR J E6RuBa$ 1 Recorder W aril Mrs. Hickey : ' ROSEP41aRY DICKSON I . 1424b CoTdwell Court 4iss.istant:n-2I -Kr. izty 82:16PM 22 -Jan -2882I page ! of 4 Magalia, CA 95954 APN: 064-32-0-016-0 Documentary transfer tax $0, not subject to tax Quitclaim Deed 8 FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Benjamin l-fickey and Lucille A. ]hickey, husband and wife, as joint tenants with ngkts of smvivorsHp, hereby rpyse, release an0orever quitclaim t�/& Benjamin and Lucille A. Fliickey Living Trust, ' �•a ' , 2002, Benjamin Hickey and Lucille A. Hickey, TnmteesV. the real propertq in the County of Butte, State of California, described as: Legal description per Exhibit ``A" attached hereto and made apart hereof With all appurtenances, subject to covenants, easements and restrictions of record. Commonly known as: 14246 Coldwell Court, NtWlia, CA 95954 "Ties conveyance transfers an intmes't into or out of a Living Trust, R & T 11930;' DATED:_ DATED: I Z2 - y Lucille A- Hickey Moil tax statenwat as shown above Al gel :ription: Butte,CA Document-Year.DocID 2002.3266 Page: 1 of 4jQ2� Ir: stave Comment: - £00/T00P VS0HHaN0d 90 F asial d AJIMGId 6TZ9 LL8 0£9 M OT:ZZ £OOZ/0Z/L0 9I-35285 DBSCRIP XON ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF TUTTE, DESCRIBED AS FOLLOWS! PARCEL is LOT 161 AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES UNIT NO. 4", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 1, 1970, IN BOOK 35 OF MAPS, AT PAGE(S) 97� THRV 101. CERTIFICATE OF CORRECTION RECORDED DECEMBER 2, 1970, IN BOOK .1648, PAGE 4,-OFFICIAL:RECORDS. EXCEPTING THEREFROM -ALL MINERALS OIL, GAS#-" ASPHALTUM AND OTHER HYDROCARBON SUBSTANCES, WITH PROVISION THAT ANY AND ALL MINING OPERATIONS SHALL BE DONE FROM ORIFICES OUTSIDE THE SURFACE AREA OF THE LAND DESCRIBED HEREIN, AND THAT NO DAMAGE SHALL BE DONE TO THE SURFACE 07 SAID LAND,, PARCEL TI: A NON.-E.XCLUSIVS EASE11ENT...OYER, LOTS A, B, C AND D (THE . COMMON AREAS) OF SAID PARADISE PINES UNIT NO. S, AND THE LOT A OF PARADISE PINES UNIT NO. 4, FOR INGRESS, EGRESS AND THB USES AND PURPOSES SET FORTH IN THE DECtkRATIOH OF COVENANTS, CONDITIONS AND RESTRICTIONS, AMENDMENTS THERETO AND THE DECLARATION OF ANNEXATION FOR PARADISE PINES UNIT NO. 4. lrip tion: Butte,CA Document-Year.DocZD 2002.3266 Page: 4 of 4 or: Steve Comment: C00/COOz VS0HHC1N0d SO F sSIQI2Idd AlilaQI•d 6TZS LL8 OCS Xd3 OT:ZZ COOZ/OZ/LO 93-13875 2 EXHIBIT 'A". December 4, 1992 DESCRIPTION DEPT. OF VETERANS APPAIRS AND EDWARDS PARCEL TO BE RELEASED CONTRACT NO. 521427 All that certain real property situate in the County of Butte, State of California, described an follows: A portion of Lot 12, as shown on that certain map entitled "PARADISE PINES UNIT NO. 4 which map was filed in the Office of the Recorder of the County of Butte, State of California, on October 1, 1970 in Book 35 of Haps, at pages 97 through 101, and more particularly described as f o 11 ows : BEGINNING at the Southwest corner of said Lot 12, thence along the boundary line between Lots 12 and 16 .of said Hap, North 13' 13' 39" East,. 110.26 feet to the Northwest.. =order pf. said. Lot..12,.. thence South lo' '06 46'1 West, .110.42--f eet to tha South line.'of said Lot -12., .!hence along said.'South line Horth 76-46'. 21"West, -6..00 fast to .the Point. of Beginning and containing 330.70 square feet. EXCEPTING THEREFROM all minerals, oil, gas, asphaltum and other hydrocarbon substances, with provision that any and all mining operatio- ns shall be done from orifices outside the surface area of the land herein described, and that no damages shall be done to the surface of said land. The purpose of this Dead is to effect a Boundary Line Modification as approved by the Butte County Development Review Committee on November 23, 1992. This Parcel is to be combined wins and become a part of the Parcel of land owned by Benjamin Ricker and Lucille A. Hickey, husband and wife as Joint Tenants as recorded August 27, 1991 under Butte County, California Recorder's serial No..91-352e5 and no.new'parcels .are -being createo: ,�SEp IANDsvR` OQOpN L. Gordon L. Shirtfdf- 1_01 c7 L.S. =8 � L.S. 3346 EXPIRES 06-30-96 6568NICKY.DES -iptian: Butte,CA Document-Year.Doc= 2002.3266 Page: 3 of 4 stove Comment: £00/Z0012j HS0HHaN0d so f Hsiai vd A111auId 6TZ4 448 OES XVd OT:ZZ EOOZ/OZ/LO H.C.D. ___ A TT A C_N C'NV rV +AMovNT '�i90 38961121.1, "� -yyr r •sl S''w' ` } }2ia�'t� t�L '^' 1'�C _ r .. 1.37 6 �l ��. .. I'LIST w :s �' CHICO MOBILE-HOME"SPEC , 1LIC`N0.'445103-* ' P O BOX 4121 (530) 89 -1774 CHICO GA0027: S. y X .i, ..Y.•., Y / OLLAR L t N D ,r P AY „ s } .DISC N wt 17 j. 'T'G TM E.,�ORDER�.40F,�"z. irr "� r-A+MOUNT�"a a DESCRIPTION to ,� AMOUNTn yi T' 4 "NORTH STATE NATIONAL BANK';Z 5TH & SAIEM STREETS CHICO CA 95928 1100L37671I® t:121L38960: 00"L87 LII' NAME: AN: DATE: e 11 OT N ES' RESIDENTIAL . 064-320-016 - '-- _-- �03-2192 � PERMIT NO. I HICKEY LIVING TRUST, - } 14246 CALDWELL CT, MAGALIA Cont: CHICO MHS i EX MH PERM FND EX SITE `,THE HCD FORM 433A FOR THIS MH CANNOT BE RECORDED UNTIL ONE OF THE FOLLOWING HAS BEEN TURNED IN TO THE BUILDING DIVISION: ' (1) LICENSE PLATE(S) OR DECAL (THE ` INSPECTOR MUST RETREIVE). (2) STATEMENT OF FACTS (ONLY ON NEW MH' S). INSPECTOR TO VERIFY SERIAL & LABEL #'S. / I SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) 3/1 6 , © 1 Signature r)A6 CHECKED BY J=OK 0 = Not OK , . '= Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P' L 'ft. / /' Nat. or. / P' L "ft./ P LPG 7. Well Clearance & Disconnect 8: Utilitv Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval " 8. Gas and Electricity Tagged" 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PER N NT END SYSTEM (ONLY) . 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures lwo'ZZing Requirements -Setbacks -Easements Carports; Windows -Doors 7. JoOOFootings; Size -Spacing -Marriage Line 3 Blocking 4.' ; MH Test -Demand -Valve ' dl Frmg.; Sills-Anchors-Studs-Rftrs-Trusses ctricity; MH Test iter; MH Test Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing ater and Sewer Connected Ext.; Steps -Doors -Landings 12. 8. Gas and Electricity Tagged 9. ,s r License Decals r' 11. Verify #'s with Office Date rQ d B-1 Date Card B-1 Date . Card B-1 Date Card B-1 J�FS ZO`1Sr6q /-7p 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- Purlin-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 57. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 58. 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 59. 11. Water Pipe; Test -Anchors -Regulator -Service Test 60. 12. Electric Underground 61. Brace Interior/Exterior Wall Panels 13. Plenums & Ducts; Clearance -Material -Support -Ins. Insulation -Walls -Ceilings 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Infiltration -Walls -Windows 15. Access & Ventilation Card B-1 Date Card B-1 16. Insulation Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 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- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.1.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 83. Following Instld./Drive 0 Yes O No/Walks 0 Yes O No/Planters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE -3-Z►�7_ O NER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. It you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Mev IViald COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ,..� 7 County Center Drive • Orovifle, California 95965 • Telephone (530) 538-7541 %(Rev.12''o") APPLICATION AND PERMIT (�0 ASSESSOP. PARCEL NUMBER 064-320-016 ZONING BUILDING PERMIT OWNER HICKEY LIVING '1111ST TELEPHONE 193--A461 SO. FT. OCC. BUILDING VALUATION — . OWNERS MAILING ADDRESS 14246 CALDWELL Cl., M&GALIA, CA 95954 CONTRACTORS NAME CHIM )lam MHS TELEPHONE 1895-1774 CONTRACTORS MAILING ADDRESS BOX 4121, CHICO, CA 95927 CONSTRUCTION LENDER LENDERS MNUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee r,7249 $ Plan Checking Fee $23-00 BUILOINGADOREss 14246 CALDWELL CT. MAGALIA Energy Plan Checking Fee $ $ PERMIT FEE S LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome)a Other SPECIFY Each Trap 7.00 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 ❑ lldlities ❑ Installation ❑ Other Describe Work: EX MH ON PERM EM EX SITE Gas i in system 1- 5 outlets 1 5.0011 Building sewer 15.00 Mobile Home ISI GI W1 @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service eo.OR LESS 200AA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencingwith Section 7000 of Division 3 of the Business and Professions Code, ) and my license is I fU ILf and effect. y License Class Lic. No. /� 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. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUP. OR ADDNS. ( 3 ADC. BUDS. SO 3.540 NEW CONST. MULTI.OLmtT NON•RESID. @7.50 POWER APPARATUS 8 SINGLE OUTLET LIR. Ex. OCCU OUTLET OR FDrrURES g20 @ 1.00 Ex. Occup. DFIxLITLEEo�A R� ) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PRE—INSPECTION PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Policy Number (ThL9 above sections need not be completed if the permit is for work of a valuation 'Prone hundred dollars ($100) or less.) 9-1 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' pensation laws of California, and agree that if I should become subject to the work s' compensation provisions of section 3700 of the Labor Code, Ishall f hwit comply with those provisions. Date �� Si plicant - ❑ Contractor ❑ Agent An SHA ermit is required for excavations over 5'0" deep and demolition or construction of ruct res over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 379.00 HAZ. D. FEES IMP _ FLOOD 1 CDF _ PARCEL pp HD D 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. e4 "a r� Da 1�1_cl /0 A%-- PERMIT EXPIRES O ! afe Receipt6. 382570/$63.00// WHITE-D.D.S.-B.D. CANARY -ASSESSOR PI -INSPECTGOLDENROD-APPLICANT M" COUNTY OF BUTTE-DEPARTMENT;,PF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: 1 \ AS PARCEL NUMBERG� �a6. 61 Proposed'BNding Use: �� Counter Technician: Date: Items'required in order to apply for a per it. All boxes UST be checked OR marked NA in order fo apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. -, ❑ 2. Complete plans, 3 or 4 sets, signed,by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor PLaa„ W) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Site plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Fire Sprinklers............................................................................................ ❑ 14. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 15.. Other ining items needed to issue the permit. (May require additional plan review upon receipt of�folloees as shown on the attached Schedule of Fees Due Sheet ...................................... 17. Statement of Intent for Non -heated and A/C Buildings............ .................................. ❑ 18. Sanitation and site plan approval from the Environmental Health Department in ❑ 19. City of Chico Plumbing permit........................................................................ ❑ 20. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 21. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 22. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 23. NPDES Form.............................................................................................. rP ncroachment Permit for driveway from t e ublic Works Dept ................................. re -Inspection for (�r , required ................ ontractor's license information. (Number, Name Style, Classification) ...................... ❑ 27. Worker's Compensation Carrier and Policy Number ............................................. ❑ 28. Owner -Builder Verification,(❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 29. Letter of Signature authorization.................................................................... ❑ 30. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 31. Manufactured home utility clearance............................................................... ❑ 32. Existing violations nd/or expired permits........................................................ r© 33�Grant Deed C,AA.H. Title/Statement of Fact etter from Legal OwneP Check to H.C.D. $ OS 34. Other: f ; , e '11 r When issued Telephone C and hold for pickup ' I have been informed of the above items and require ents for obtaining a building permit. Applicant: -� Date: 1. Index permit p icailo �VM;Irems num ered: Plan Check Letter 2. Additional ite s required Contractor, desgner, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ coupr by Date: Plans reviewed by: Date: Plans approved by: Date: • O Structural reviewed by: Date: Structural approved by:` Date: Note transfer by: Date: � Yellow: Buildifig Division o� N M 0 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Orovillq; California 95965 • Telephone (5 0) 538-7541 PERMIT NO. (Rev.12%p6) APPLICATION AND PERMIT ASSESSOR EL NU ''\\ l ) ZONING C.J ' l `O .. BUILDINGPERMIT OWNER 1 �� 07 "E I SO. FT. OCC. BUILDING VALUATION OWNERS �MIUN tAp _RE59 .1 \ ,J� N �� a`\KHAM�EJ 11� r\/1 C�1 CONTRA,—y` •S ` T H E C0OR5 S � MMS a CIO �5 coNsTilucTiON LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filin Fee $ 20.00 Permit Fee '5-72ARCHITECT $' OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS\ r Energy Plan Checking Fee $ _ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehomix Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service L0zoova oa_�ss 23.00 Q4 rt smy. C) Now die _ led , Q /b a �� •���� Main Service 20QA To I000A 46.00 NEW CONST. DWELLING OCCUP.3.5QS0. OR ADDNS. ( a ACC. OLDS MULTI-OLJTL NEW CONS .ET 7.50 NON•RESID. POWER APPARATUS SINGLE OUTLETI. EX. Occup. OUTLET OR FDCTURESES 20 @ I'00 BAL @ .50 Ex. Occup. OMD s .=. )EA_ 5.00 Temporary Service 23.00 Mobile,Hqft Facilities 20.00 Misc. Wi I 23.00 P IT FE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Coolin Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ ! Energy Inspection Fee $ occ COIST.TVPE TOTAL FEE $ Ll MAZ I D. FEES IMP FLOOD I CDF PARCEL pp 1 HD ISS A Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By PERMIT EXPIRES ON Date OWNER: LOCATI PRE -INSPECTION REPORT DATE: a j1 -P' (' ON: � 2 I C—TLn A.P. #–GZP` '�� ` �1 ZONING: CONTRACtOR �--�'� C� vv�� PRE-II�ISPETION FOR: J v 1 -Ai � '.1 L _ DATE TO INSPEMEL PHRMIT HISTORY.( ) NONE AS FOLLOWS: BUILDING INspB, rows nPORT [� J Building Daeription: COcnmerciaUUsaga Residmaal/f of Units: CUMMtiy Oxupied Abandoned/Yarant y Electric: . Yes No Electric curdy On Off Condition of Eleatic Gu: - Natvral Propane None__ Currently On Off Obvious Problem. Sanitsction: Plumbing Wot'bng Well Working Potable Wats Obvious ScwageProblems _ Comments: ACTION RECOMMENDED: LSSUE: HOLD FOR Inspector. Sketch buildings on reverse and indicate location on proper `4?= COUNTY OF BUTTE �Ilifi5965 DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Cente orn� s 9•Telephone (530) 538-754x1}� PERMIT NO. iRPv.19/orn APPLICATI6NAND PERMIT _.:jam ZONING` ASSESSBUILDINGPE=RMIT ORP EL NU '\ % OWNER.,-^- ...�4.J..ry� �` E7£IjMyNE SO. FT. OCC. BUILDING VALUATION OWNERS N 1DDRES6 - M 11.- Q /� ,. CONT S_ E s wl t •. :.v . Fr3nY Y •y w,.... T5PH n N`R'S E ADDRE 8 CO NG I G � l J . coNsTAucnON LENDER Fireplace LENDERS MAILING ADDRESS Total Valuation $ ARCHrrECT OR ENGINEER LICENSE NO. Filino Fee $ 20.00 Permit Fee $' ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ SUUDINGADDRESS 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 ❑ Mobilehom5x 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 ❑ OtherC Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S Lv ELECTRICAL PERMIT Fee 20.00 LESFling Main Service :_.0V 0-R1 Ls 23.00 - Sik j Q v l, tItAkY� i Cc"`�� w• _ X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0° deep and demolition or construction of structures over 3 stories in height Main Service 200AA TO im 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. 8 ACC. BLDS. 3.5¢Fr. NEW GON5T. NON-RESID. MULTI -OUTLET 7.50 POWER APPARATUS 8 STLET OUTLET CIS. EX. OCCU OUTLET OR FIXTURES . @ L SAL @ .50 OMD,11 OR EX. Occup. OURETS 610. EA 5.00 Temporary Service 23.00 Mobile Hqft Facilities 20.00 Misc. Wi I 23.00 i P MIT FE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling H 6.50 Hoodd Ventilation PERMIT FEI S Mobile Home Installation Fee $ ! Energy Inspection Fee $ Dec CONST. TYPE TOTAL FEE $ HAZ D. TEES IMP 1, FLOOD I CDF PARCEL PD HD SSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 014 Building Permit Number: b 3 —Zf of Owner Name: IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without writ te Building Division, County of Butte. n permission from the All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 1998 California Building Code (1997 U.B.C), 1998 California Plumbing Code ( 1997'U.P.C.), 1998 California Mechanical Code (1997 U:M.C.) and the 1998 California Electrical Code (1996 N.E.C.) - - %.-ur- �-i`C1J lf1;LUV� Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required - - — - -- ------ Note: We will normally accept the following as compliance with the flood elevation —..... _.-.--- -----...... ..... ._. _._. - — requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equip ent nd facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent was with a total net area of not less than 1 square inch for every square foot of enclosed area., ll 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. Page 1 of 2 Building Permit Number: Owner Name: ❑ Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. Fire sprinklers are required in this structure. ❑ The following parcel map requirements shall be met: All structures and equipment including overhangs shall be clear of all easements. A setback of feet from the side and feet from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. ❑ Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. Page 2 of 2 I- 4Z)o NOTE - She the attached ����»I �e�rVS�rUc$��ri e �6, &auirements Pages Q ryLc BUTTE G®UN i UILUING DERARTM .rv' i A P P R 0 V v CIC ;t no : o_ i i i O I- 4Z)o NOTE - She the attached ����»I �e�rVS�rUc$��ri e �6, &auirements Pages Q ryLc BUTTE G®UN i UILUING DERARTM .rv' i A P P R 0 V v CIC ;t no : o_ i i VECTOR DYNAMICS FOUNDATION SYSTEM WIND ZONE 1 & 2 INSTALLATION INSTRUCTIONS For the State of California INDEX SECTION INTRODUCTION PIER HEIGHTS GENERAL INSTALLATION SET-UP INSTRUCTIONS METAL PIER & V -DRIVE PARTS LIST CONCRETE INSTALLATION SCHEMATICS PAGE NUMBER 3 4 5&5a 6 7, 7A,7B&7C 889 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 W-1 COMPONENT PARTS AVAILABLE UPON REQUEST Foundation S stet m i M-e— BUTTE COUNTY SURDW DEPAR'T1M_ M' APPROVED Release Date 8/13/2001 Engineer Approval T U C� F . I 'i} P3 1 201 18551 VED SUBJECT TO CORRECTIONS NOTED APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY OMISSIONS OR DEVIATION FROM REQUIREMENTS OF APPLICABLE STATE LAWS AND REGULATIO;,S State of California Department of Housing and Community Developincat DM C ES AND _DaSTANDARDS 0 (sign urc)' SPANO. 99 I For Further Information TIE DOWN ENGINEERING 5901 Wheaton Drive Atlanta, GA 30336 404-344-0000 FAX 404-349-0401 www.tiedown.com Tie Down Engineering, Inc. VECTOR DYNAMICS INSTALLATION INSTRUCTIONS Irrtroduction These instructions describe the proper use of the Vector Dynamics Foundation System in Wind Zones 1 & 2. Additional installation instruction is available in VHS video, from manufactured housing distributors or from Tie Down Engineering, titled, Vector Dynamics Installation Video. The Vector Dynamics foundation system supports the home by anchoring the two longitudinal main rails. The system is approved in Wind Zone I & II & III areas of the Manufactured Home Construction and Safety Standards and Wind Standards; Final Rule 24CFR part 3280 for both single and mutti sec- tion homes.Anstructions 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 Ttie Vecto Dynamics Foundation System provides the support to resist lateral and over -turning movement of the home as required by the Federal ManufacttiA Home Construction and Safety Standards in Wind Zones I & II when the system is used as described in these instructions. See manufac- tures Home' Installation Manual for other pier & anchoring requirements The following characteristics appy 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 1 • 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 11 • Maximum single section home width is 15 fL including eaves, maximum eave width is 6" per side. • Maximum single section home width of 16 ft. including eaves must use two additional vertical ties/ anchorststabil¢er 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 fL, 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. j: 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. T - ^ Page 2 Califomia 8/2001 56 i ma Figure 1 Maximum Pier Height (Wind Zones 1 & 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 instructions and/or state requirements. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or state. Check with the most recent regulations in your state. 56 ii ma) Unequal Pier Heights ( Wind Zones I & II only riyure z 3 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 26". Note that a ground anchor must be used at each side of a Vector system, installationjn;Wind Zone I and where either of the pier heights in that location exceeds 24 inches on a single section home in Wind Zone I. Only concrete blocks and pressure treated lumber compression members are permitted on unequal pier heights using the Vector system. Piers must be constructed in accordance with themanufacturer's installation instructions and/or state requirements. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or state. Check with the most recent regulations in your state. c Page -3 California2001 `r 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. 9 c Page 4 California 8/2001 Set -Up Instructions for the Vector Dynamics Foundation System #59007 (Kit #59007 is interchangeable with Kit #59018) 1. SET VECTOR FOUNDATION PADS Long Shop Clear all loose vegetation from the immediate un \ hort U-bu �n�s area where your Vector foundation pads will rest. Press or hammer pads into the ground. `ter Tip: Place a 3/8" nut on each U -bolt to keep it in place while you position the Vector pads. F I' r �: E24'.L3i' ems'• 2. SET BLOCKS (OR PIERS) ON VECTOR FOUNDATION PADS Center the foundation blocks over the Vector pads. Place the pre-cut 44, 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 Classifications3 only), use minimum of 3 each V -Drive anchors per side. See drawing on page 6 for placement. c 1 Page 5 California 8/2001 Set -Up Instructions for Vector System #59018 (Kit #59018 is interchangeable with Kit #59007) A f Long U -Bolts 1. Set Vector Pads Clear all vegetation where pads will rest. Place a long U -bolt in pad as shown. Press or ham- mer pad into the ground. 2. Set Block or piers on pads. Center foundation blocks or piers on pads. Place pre-cut center compression member between blocks, resting on pads, centers between U -bolts as shown. 3. Outside Tension Bracket Attach outside tension bracket as shown to out- side of pads.. 4. Inside brackets & straps Attach the inside tie brackets to the U -bolts over the compression member. Attach a strap w/hook or swivel strap w/nut/washer & bolt (washers are required). Place other end of the strap over opposite I-beam & down to outside tension bracket. Cut strap 12 - 15 inches past bracket. Attach strap & slotted bolt in bracket. Tighten strap until tight with 4-5 wraps around bolt. Repeat with opposite strap. Page 5a c California '81001 I Dynamics Metal Pig 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 h d. 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 inc 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 8/2001 Vector Dynamics Foundation Systems Component Parts List ector Vector System 2000 Kit # 59018 Single piece pads with straps and slotted bolts ,e Part #'s included: 59310, 59288, 59135, 10925, 59279, 83044z, 59232 & 59732 ---------------------------------------------------------------------------------------------------------------- Vector System Kit # 59007 FIR Part #'s included: 59275, 59282, 59276, 83044z & 10999 IM000� Concrete Vector System 0 0 0 0 o Kit # 59008 (for single stack blocks) Part #'s included: 59277, 59282, 10530, 83044z, 59279 & 59232 Part #'s included: 59273, 59282, 10530, 83044z, 59232 & 59279 Page 7 Concrete Vector System Kit # 59006 (for double stack blocks) tv "�-- California 8/2001 A Vector Dynamics Foundation Systems Component Parts List Vector 2000 3 Sq. Ft. Pad :Part # 59271 1 required with 59026 Longitudinal System 2 required with 59024 Lateral System Part #'s included: 59281, 59288,10925, 59232 & 83044z Vector Lateral Hardware Kit Kit # 59024 (for use with 59271) ................. --------.-------------------------------;----------------------------------------------------- e e V Drive Anchor Kit Kit # 59287 (for use with Kit#59007 only) ® e ®o u ®o u Part #'s included: 59269, 59113, 59282 & 10999 Adjustable Steel A. Schedule 40 PVC pipe: 3-1/2" or 4" nominal Compression Strut y <_ schedule 40 polyvinyl chloride pipe or conduit made P/N 59043 y " from type 1, grade 1, with cell classification 12454 as defined in ASTM D1784. Compound dimensions Or and tolerances in accordance to the requirements of ASTM D1785D. Color can be gray or white. Outside these products available diameter is 4 inches. at your local hardware store e`�eatedl B. Ground Contact Rated Wood: No. 2 yellow pine or QlP�ess�` equivalent, pressure treated to AWPACI-1990 mini- mum, stamped I ea 2x4°`, ea Qx label attached t "Ground the wood when put chased ed" on wood or on 2 q0 QVG P\pe 4 Scredv\e e o Page 7A California 8/2001 Vector Dynamics Individual Component Parts Detail e 1� e o�, o Vector Dynamics Single Block Pad Part # 59275 1 Sq. Ft. 12 gauge, used in pairs 16-3/16" X 9" x 2-9/16" Vector Dynamics 2000 Single Block Pad Part # 59310 2 Sq. Ft. 12 gauge 18.719" x 15.625" x 3" Vector Dynamics Single Stack Concrete Pad Part # 59277 12 gauge 17-1/4" x 11" x 5-5/16" Vector Dynamics Double Stack Concrete Pad Part # 59273 12 gauge 18.75" x 18.625" x 5.188" Vector 2000 3 Sq. Ft. Pad Part # 59271 - 12 gauge 22.5" x 19.418" x 3" Vector Dynamics Tension Link Y Slotted Bolt Part # 59282 ',il"�' Part # 59135 6.25" x 2.52" x 3" t� 3" x 5/8" Vector 2000 Tension Link Long U -Bolt w/Nuts & Washers Part # 59288 Part # 83044Z 2.125" x 2.375" x 2.06" 3/8" x 4" (16 Threads Per Inch) Concrete Wedge Anchor ® ® Short U -Bolt w/Nuts & Washers Part # 10530 o Part # 10999 3/8" X 3-1/2" 3/8" x 3" (16 Threads Per Inch) Page 713 TIE DOWN ENGIN_ CRING a Protecto-Strap Carriage Bolt w/Nut & Washer. a Part #59276 O Part # 10925 6.3" x 3.3" x 7/8" ® 1/2" X 2-1/.2" a Protecto-Strap Strap Protectors a P Part # 59232 art # 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 1 MS35 59150 35' MS37. 59155 37' Tie Down Marked & MS42 59160 42' Certified G120 MS60 59165 60' Strap w/Swivel Connector MS600 59170 600` f ;,. Part # Length 59732 12' 59734 1.4' o�. 59736 16' Frame Tie w/Hook a' 8 ft. P/N 59195 10 ft. P/N 59210 Earth Anchors 12 ft. P/N 59211 Longer Lengths Available 30" x 3/4" with 2-4" helix Black Paint: Part #59095 Galvanized: Part #59079 Earth Anchor Stabilizer V Drive Head 12" wide Part #59269 S Black Paint: Part #59292 ; r'a Galvanized: Part #59294 ®3.0 o -- Drive Rods Part #591.13 ` o - rage t t-, uanrorrna Vector Dynamics System for Concrete Applications Instructions for Vector Kit #59008 (for Single stack blocks) or or Vector Kit #59006 (for single or double stack blocks) 9 w. Page 1 of 2 These instructions are an addendum to the standard Vector Dynamics instructions. Read and follow all applicable instructions and guidelines in the Vector instructions and home installation manual. The Vector system for concrete pads applies to concrete footers, runners and slabs. Minimum size of concrete per Vector pier is 24" x 24" x 4"(for part #59006 or 59008) or 18" round X 12" deep (for part # 59008 only). The bottom of footers must be below the frost line or a minimum of 4" below finished grade whichever is greater. Concrete must be a minimum of 2500 PSI and sufficiently cured and set to accommodate an anchor bolt to its' full load resistance. 1. Determine location of pier sets where the Vector systems will be located. 2. Place one Vector concrete pad (galv. metal) on the concrete where the pier will be located, centered under the I-beam of the home. Place the upturned edge towards the center of the home and directed to the opposite Vector pier. Do the same for the opposite Vector pier. 3. Measure the distance between the two Vector system pads at the base where the Vector pad meets the concrete. Cut two ground treated 2x4's this length and place between the piers as shown. 4. Place a long 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 holesi 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 f - �c ry�t Vectorpad concret Concrete footer Wood Cap and wedge Outside Tension Bracket Wed e B co California /2001 Vector Dynamics System for Concrete Applications Instructions for Vector Kit #59008 (for single stack blocks) of Vector Kit #,159006 (for single or double stack blocks) Page 2 of 2 9. Put a washer and nut on one of the 3/8" x 3-3/4" wedge anchors provided. The nut should be screwed on enough to have 1 or 2 threads showing on the top of the bolt. Place the wedge end of the bolt into one of the holes, going through the outside tension bracket, metal Vector pad and into the concrete. 10. Using a hammer, tap the wedge bolt into the hole. Maximum height for expansion bolt above concrete is 2". 11. Repeat for the other hole in the outside tension bracket and the two holes on the other Vector system pier set. 12. Place an inside tie bracket over the u -bolt so that the lip of the bracket is between the Vector plate and concrete blocks. Place washers and nuts on each U=bolt. Do not tighten yet. 13. Attach a strap with hook or crimp seal to the inside tie bracket, with sufficient length to go over the opposite pier and down to the outside tension bracket, plus 12 inches for wrapping the slotted bolt. Repeat for the opposite side. 14. Tighten inside u -bolts at this time. 15. Use the outside tension brackets to remove any space between the outside tension brackets, concrete blocks and the inside edge of the Vector pad, by tapping the brackets with a hammer. 16. Wedge the pier set at this time. 17. Using a 9/1.6" socket wrench, tighten all of the wedge/anchor bolts, securing the outside tension bracket and Vector pad to the concrete. 18. Using a slotted bolt in the outside tension brackets, insert strap through slotted bolt with end of strap aligned with outside edge of bolt. Turn slotted bolt until straps are tight using at least five turns on the slotted bolts. Illustration Two Inside Tie Bracket Compression boards U -bolt Page 9 Vector pad for concrete Concrete footer California "6/2001 �'>;" ` WIND ZONE I ' I Vector Dynamics Systems Required ' for Single Section Homes ' (Materials Required) �e roe sect%o o<o,se manual 1 e 0f a e 2 fef a Spa inme°r 5<at�at�o� M I EXamp n `Ns gel oe �° ds I , a ` WIND ZONE I (not to scale) 7 co o 00� �2 sq. ft. pad instructions and/or state requirements. Maximum allowable working drag load for the Vector System with the steel compression strut is Soil Classifications: 2, 3, 4A, & 4B 3,150 pounds per K2 Engineering test report. 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 * Anchor and stabilizer plate combination Each Vector Foundation System requires Y One Mactor Kit, 2 slotted bolls 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break), if 1 ea. 4 x 4 pressure treated wood compression member V 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 V or. 1 TDE adjustable steel strut nn, V -Drive anchors o are used only in WIND ZONE I WIND ZONE I 73' to 90' (not to scale) 4 Vector Dynamics Systems Required N 2 sq. ft. pad/ Single Section Homes Difficult Soil Conditions - - 1 ` \ o °y a��a, guidelines- IIcj\e Sect�of omeor s aNatton cn " to (a spa 1e o� 2 en - - E -A3 9 be to - Shoals us tNustr clod spacing m Foundatton Fads I V \ •yF x'? • IN - � � - ' �� �. '� 'Ih) ,�.�; �� b •t 2 tt. max. tYP _ CD o.c.lYP ft 34 nn, V -Drive anchors o are used only in 3 WIND ZONE I 73' to 90' (not to scale) 4 N 2 sq. ft. pad/ O O Soil Classifications: Soil Bearing Capacity: Anchors Required': NOTE: Vector Systems should be spaced as evenly as Is practicable along the length of the home. Pier spacing must be consistent with home manufacturers! installation Instructions and/or state requterrtertts - Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per 2 3 the K2 Engineering test report. _ 1,000 PSF minimum "V" Drive Anchor, Part Number 59269' 1-1/4" frame ties w/4725 lbs. min. breaking strength. When using "V" Drive Anchors Home Length Vector Systems Required - Anchors Required Per Side 0 to 72' 3 3 73' to 90' 4 4 Each Vector Foundation System requires One Vector Kit, 2 'V" Drive Anchors, 4 slotted bolts • 2 ea. 1-1/4 In, tie, 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 (center compression member only) • or 1 TDE adjustable steel strut "V" Drive Anchor, Part Number 59269 -2 ea. 2x4 pressure treated wood for 'V" Drive Anchor connection. Note: PVC pipe cannot be substituted for wood on the "V' Drive Anchor connections. DOWN n O 00 N O O Metal Pier Sets .ZONE I Vector Dynamics Systems Required for Single Section Homes Up to 72 ft._ - - (Materials Required) _ n \,pm ems 1de11nes• - 1e gec�ton s0e, a\ 9u 2 ft st aging tot s a\\a n' I eXamP\ho fs 9e�5k be o loom in - ♦ ♦ � ------Y' ttat�dsPaotn9m 111 ss an _ ♦ ♦ ndaV'on p I ' Foy _ •t -4' \"".' rv„ s" .- -11. 1.1 1- Soil Classifications: Soil Bearing Capacity: Anchors Required: 2, 3, 4A, & 4B 1,000 PSF minimum 3/4" x 30" with 4" helix anchor (59095) 12" stabilizer plates (55292), 4 ea. 1 1/4" frame ties Each Vector Foundation System requires one Vector Kit, 2 slotted bolts 2 ea. 1-1/4 x 12 ft. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member Home Length Vector Systems Required Anchors Required Per Side 0 to 72' 3 2 73' to 90' 4 3 Anchor and stabilizer plate combination NOTE: Vector Systems should be spaced as evenly as is practicable along the length of the home. WIND ZONE I _ me es,`'`. =�♦ Vector Dynamic_ s Systems Required _ - bye se ce�;O"s`l to U31 gutde,�- -' for Double Section Homes - "•of a 7 e�aa Paho irelgg°�stattatt (Materials Requdl - SO. nshoWs 9e�st be s a �O ' tllusttatind dI `\ 3C1on Pa _ � ♦ ` \ \ o%Jnd � � �" -Y- ,tip• ?fir ,,-�- I CD ♦ \ ,� ••�� � �:.n _ — _— ;tee., � �• ., z Maximum allowable working drag load - for the Vector System with the steel., ..- compression strut Is 3,150 pounds per the K2 Engineering test report. C 0 �2 sq. ft. pads ♦ Soil Classifications: ,Soil Bearing Capacity: Anchors Required: A 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 Instnrcticns andlor state requirements:, 2, 3, 4A, & 4B - 1,000 PSF minimum' None (marriage wall anchors may be required by horne manufacturer) Home Length Vector Systems Required 0 to 48' t 12 48' to 71' 13 7 72' to 89' 4 Each Vector Foundation System requires • One Vector Kit, 2 slotted bolts • 2 ea. 1-1/4 In. ties, length will vary with pier height ' (4725 Ib. min. break), • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member • or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression member - • or 1 TDE adjustable steel strut DOWN t Each Vector Foundation System requires • One Vector Kit, 2 slotted bolts • 2 ea. 1-1/4 In. ties, length will vary with pier height ' (4725 Ib. min. break), • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member • or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression member - • or 1 TDE adjustable steel strut DOWN p7 N O 7 co N O O S. WIND ZONE 1 Vector Dynamics Systems Rei for Multi Section Homes (Materials Required) Soil Classifications: 2, 3; 4A, & 4B' Soil Bearino Caoacily: 1.000 PSF minimum u i re d rpc Le isms "ldetlnes' ♦ ♦ I \ - - - ' - - S�VVectOr sYmanua\ 9U `I -01-31-, nea,�rometastattaiion - - - ' . i ♦ ♦ \ ` �, ghOWs mU,t bs to ` I ♦ ` - " pa d rand sPa6ln9 ♦ \ ♦ , F oun " WIND ZONE 1 NOTE: Shear wall, ridge beam support posts & marriage wall straps & anchors may be required by the home manufacturer. Vector systems should be spaced as evenly as Is practicable along the length of the home. A two foot variance ; or - Is allowable at each system.Pler spacing must be consistent with the home Installation manual. �2 sq. ft. k.41 r1� Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. Materials: Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 In. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3.1/2" or 4" nominal SCH40 Pipe compression member or 1 TIDE adjustable steel strut ti Anchors Required Home Length Vector Systems Required Per Side Homes up to 48' 2 Vector Foundation Systems 0 Homes over 48' 3 Vector Foundation Systems 0 up to 52' Homes over 52' 4 Vector Foundation Systems 0 up to 76' WIND ZONE 1 NOTE: Shear wall, ridge beam support posts & marriage wall straps & anchors may be required by the home manufacturer. Vector systems should be spaced as evenly as Is practicable along the length of the home. A two foot variance ; or - Is allowable at each system.Pler spacing must be consistent with the home Installation manual. �2 sq. ft. k.41 r1� Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. Materials: Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 In. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3.1/2" or 4" nominal SCH40 Pipe compression member or 1 TIDE adjustable steel strut ti -WIND ZONE I1 (Hurricane) Vector'D�inqle namics Systems. Required for Section Homes ' - me e GOC� h systems' 1 gutdetin (Materials Requir�.d_}' - - �t s.,g\e for �e,at�on Manua ac - o� 2 2 tat sp' me `e ene a to ho EXamPshows gnust b stfatton actn9 _r 11 - - - " W and SP ` ndatton pads Fou t - rf, ' J `., 'NOTE: For single section homes 2n m CD !r ' `' , sa„ with eaves that exceed 6 Inches In Zone 2, two additional frame cn , ' ' -� - tie anchors with stabilizer plates - (one anchor and one plate per- side) er-side) must be Installed In additon to the number of anchors listed •' ° s In the chart below. Maximum allowable working drag load for the Vector System with the steel Soil Classifications: 2, 3, 4A, & 48 compression strut Is 3,150 pounds per the K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. N O •a. O 00 N O O WIND ZONE II (not to scale) t u i t tt t i. �2 sq. ft. pad Home Length Vector Systems Required Anchors Required " Eaves 6" or less Eaves over 6" less than or equal to 12" 0to48' 4 " 4 5 49' to 60" 5 5 6 61' to 72' 6 6 7 73" to 84' 7 7 8 85' to 90' 8 8 9 + Vector Systems should be spaced as evenly as Is practicable along the length of the home. Pier spacing must be consistent with home manufacturers' Instructions and/or state requirements. Each Vector Foundation System requires • One Vector Kit, 2 slotted bolts • 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break). • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member • or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression membe , r • or 1 TOE adjustable steel Strut WIND ZONE II Vector Dynamics Systems Required _ - - - " " home ter S, for Double Section Homes � )\e se�vec of �yR,an (Materials Required _ - - " t a 72 �� d pac`met0nsta��at`0 n� u, cc Maximum allowable working drag load for the Vector System with the steel rn compression strut Is 3,150 pounds per the K2 Engineering test report. NOTE: Vector Systems should be spaced as evenly as Is prat the length of the home. Pierspacing must be conelste manufacturers' Instructions andlor state requlremenh WIND ZONE II (not to scale) \2 sq. ft. pad/ Soil Classifications: 2, 3, 4A, & 48 Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side' 0 to 48' 4 4 49' to 60" 5 5 61' to 72' 6 6 73" to 84' 7 7 85' to 90' 8 1 8 Each Vector Foundation System requires • One Vector Kit, 2 slotted bolts • 2 ea. 1-1/4 In. ties, length will vary with pier height (4725 Ib. min. break). • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member • or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression member • or 1 TDE adjustable steel Strut s ,y WIND ZONE 2 - �otra stems't 0�1de11nea ♦ , Vector Dynamics Systems Required w' atnPtg 0,60 �o home tnslatlallon - -. ♦ i � ♦ ♦ ♦� `\ 3 Section Homes 1 _ � Shows \ostbe 1 ` 1 ♦ . �111usUatlo sPa�tn9 .. ♦ 1 . ♦ (Materials Required) - adsan r ` ` � 1 I Maximum allowable working drag load cn for the Vector System with the steel cD - compression strut is 3,150 pounds per v the K2 Engineering test report. W WIND ZONE 2 NOTE: Longitudinal stabilization Is required. Vector systems should be spaced as evenly as Is practicable along the length of the home. Pier spacing must be consistent with the home Installation manual. 2 sq. I. pad Materials: O 'Anchors Required N O O Soil Classifications: 2, 3, 4A, & 4B Soil Bearino Capacity: 1,000 PSF minimum Home Length Vector Systems Required *Anchors r Side Required Homes up to 48' 4 Vector Foundation Systems 4 Homesover 49' 5 Vector Foundation Systems 5 up to 60' Homes over 61' 6 Vector Foundation Systems 6 up to 72' Homes over 73' 7 Vector Foundation Systems 7 up to 84' Homes over 85' 8 Vector Foundation Systems 8 up to 90' Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member 3/4" x 30" anchor (59095), or 2 ea. 2 x 4 wood compression member with vertical straps or 3-1/2" or 4" nominal SCH40 Pipe compression member or 1 TDE adjustable steel strut VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS r This Vector Dynamics Foundation system instruction is applicable only on homes set on soils classified as Class 4A 46, 3 and 2 as described in the table below. For separate instructions for sub -soil, Class 5 conditions (above 50 in. lbs.), contact Tie Down Engineering. SOIL CLASSIFICATIONS Soil Class Types of Soils Blow Count (ASTM Soil Test Probe (1) D1586) Torque Value (2) 1 Sound hard rock...... NA NA Very dense and/or 40 -up More than 550 in. lbs. cemented sands, coarse 2 gravel and cobbles, preloaded silts, clays, and corals Medium -dense coarse 24-39 350-549 in. lbs. 3 sands, sandy gravels, very stiff silts and clays 4A Loose to medium dense 14-23 .275-349 in. lbs sands, firm to stiff clays 413 and silts, alluvian fill 175-275 in. lbs Peat, organic silts, 0-14 175 in. lbs 5 inundated silts, loose fine and lower sand, alluvium, loess, varied clays, fill, fly ash. (1) The purpose of the soil test probe is to gage the strength of the soil below the surface and near the anchor's helical plate. The strength of the soil is estimated in terms of its' resistance to penetration (flow) under load by means of the torque probe and is measured in inch lbs. The test probe has a helix on it. The overall length of the helical section is 10.75 in.; the major diameter is 1.25 in.; the minor diameter is 0.81 in.; the pitch is 1.75 in. The shaft must be of suitable length.for anchor depth. (2) A measure synonymous with moment of a force when distributed around the shaft of the test probe. Information about geographical areas of termite infestations. which might require the optional termite and moisture shield when a wood compression member is used may be obtained from the local building official or may be found in the 1995 edition of the One and Two Family Dwelling Code. Page 1.8 California N001 1