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024-130-006
RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 15 -Mar -2004 2004-0014192 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. ROBERT E. SHERWOOD AND DIANA C. SHERWOOD REAL PROPERTY OWNER/LESSOR 495 STIMPSON ROAD MAH ING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 625 COWEE AVENUE INSTALLATION MAU ING ADDRESS, IF DIFFERENT GRIDLEY BUTTE CA 95948 CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "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 04-0417 530 538-7541 BUIL PERMIT NO TELEPHONE NUMBER 03/12/04 �16NATURE OF LOCAL AG ICIAL DATE SKYCREST E TERPRISES DEALER NAME (if not a dealer sale, write "NONE') 91265 DEALER LICENSE NO SKYLINE HOMES INC. 2003 WOODFIELD / P202 -CTE MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMEftJUMBER 17 70 0146 S AB 58'8°x26' ULI 547653/4 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER AP # 024-140-024 HCD FORM 433(A) REV. 8/91 WHITE . County Recorder CANARY = HCD PINK - Applicant GOLDENROD - Building Dept. LEGAL DESCRIPTION A.P. H024-140-024 All that certain real property situated in the County of Butte, State of California, described as follows: LOT 57, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "GRIDLEY COLONY', WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 7, 1905, IN BOOK 4 OF MAPS, AT PAGE(S) 37. it � .. w , •�, - - � a .. � • , r •3 i,' ..h • t w� �. � �' - $fir � ��� .. � ' � �,'C� �� � �IFI�C�A'TE F O�C� VP�A�N�Y� % FSA -q ��R� � �;• ��J-t,�t _ . ` ` f� � id' �v ... .u3ff -�,�"�eb,x�' � � L� w '� •' ` 04-0417: BUILDING PERMIT, NUMBER: Address or location of anit:'625 COWEE AVENUE, GRIDLEY CA 95948 } t Legal Description of Real Property' AP #'024-1x46-024 2 � .. � .•- 1 � L t' to-/` � r . SEE ATTACHED � � � '� � i• a` $-, .� � [ � „ .. ,art 1 , i `' -'. (x) Mobilehome/Manufactured Home '}' ' '< " • .O.Commercial;Coach• . , ; Has been affixed to*the property}above by installation on a foundation system •' •real, pursuant to Health and Safety Code Section 18551. t f .. i. , < 3 _ Owner's name:•ROBERT E. SHERWOOD ANDUANA C. SHERWOOD '• Owners address: 495 STIMPSON�ROAD QROVILLE CA'95965'• "' ,, e y =INSIGNIA .OR HUD NUMBER ULI 547653%4 SERIAL NUMBER OR V.I:N. 17=70-0146-S-A/B,. �` • , MANUFACTURER'S NAME: SKYLINE�HOMES INC., YEAR: 2003 OFFICIAL° APPROVIN}G INSTALLATION • - , v % r# rf � - ,� .. °. � ,r . N .� i jy ' .• a t+ .�,.�� '' � r DATE: • 03/12/2004 , t =PHONE: (530) 538-7541 r G ;H.C.D. 513C I •! �, t •• , L ,<] St v. .r f ` d i t . }. f A ) - , � x _ i t + • i � +, � ` t i'• • � . r - - `VEW OF STATE OF CALIFORNIA NUMBER: 2g Gs BUSINESS, TRANSPORTATION AND HOUSING AGENCY o �c DEPARTMENT OF HOUSING AND, COMMUNITY DoEVELOPMENT (l Jj "4 • DIVISION OF CODES AND STANDARDS o MANUFACTURED HOUSING PROGRAM cGG`GNITY DE�E`o�J MANUFACTURER CERTIFICATE OF ORIGIN DISTRIBUTION: ORIGINAL (PINK) FORWARD TO THE INVENTORY CREDITOR, UNLESS THERE IS NONE, THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE). COPY 1 (WHITE) FORWARD TO THE DEPARTMENT AT P.O. BOX 1828, SACRAMENTO, CA 95812-1828, WITHIN FIVE (5) DAYS OF RELEASE. \1\` COPY 2 (YELLOW) DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. COPY 3 (GOLDENROD) TO BE RETAINED BY THE MANUFACTURER. HCD 483.0 - Side 1 - (7/97) ❑ CHECK IF THIS IS A DUPLICATE MCO -ENTER ORIGINAL MCO NO. MANUFACTURED HOME OR MULTI -UNIT MANUFACTURED HOUSING NUMBER OF © SFD (SINGLE FAMILY DWELLING) ❑ MUMH (MULTI -UNIT' MANUFACTURED HOUSING TRANSPORTABLE SECTIONS COMMERCIAL COACH: OCCUPANCY GROUP MANUFACTURER NAME: MANUFACTURERLICENSE NUMBER: SKYLINE ROMES INC 90002 MANUFACTURER ADDRESS: SUGGESTED RETAIL PRICE: (SI179j0 EAST BCAMER STREET eef WOODLANRity) CA (Stats 776 (Zip) $ 78,213.00 MANUFACTURER TRADE NAME: MODEL NAME AND/OR NUMBER: DATE OF MANUFACTURE: WOODFIELD P202—CTE 6/26/2003 NAME OF DEALER OR TRANSFEREE (OWNERSHIP TRANSFERRED TO): CALIF' DEALER NUMBER OR DATE OF TRANSFER: TRANSFEREE DESIGNATION: SKYCRES 5`:'CF':RYi{IS;4: ICOUSl � GAIi.Y' S H0,"IF � C)1 )r 7/2/2003 DEALER OR TRANSFEREE ADDRESS: I (S�3468 4w -y `:) �l��Y�'(f CA (State) 95973 (Zip) i INVENTORY CREDITOR NAME: TEXTRON FINANCIAL COR? INVENTORY CREDITOR ADDRESS: 7711 9ONNHOMME SUITIE 600 (Street) ST LOUIS (City) 11.10 1m 63105 (State) (Zip) SECTION 11 c) MANUFACTURER SERIAL NUMBER HCD INSIGNIA OR HUD LABEL NUMBER LENGTH (INCHES) WIDTH (INCHES) WEIGHT (POUNDS) 17-70-0 1 4 —)i 1,11.7 547651 r 14 -?R5 17-70-0146-9—." Tlf, 4 c,4 704 1 96 25 - 565 I I TRANSPORTER NAME: , TRANSPORTER ADDRESS (Street) (City) (State) (i '2s I (Zip) DESTINATION FOR UNIT DESCRIBED ABOVE: - (NAME) COUSIN GARY'S 110MES(slreel) 13468 HWY 99 (ej''g1 co (A (Sta4j597 i (zip) I certify under penalty of perjury under the laws of the State of California that the above facts are true and correct. Executed on 7/212003 at (Date) tdOODLA?'M Y OLO (City) (County) 1 CA (State) SIGNATURE OF AUTHORIZED AGENT: DISTRIBUTION: ORIGINAL (PINK) FORWARD TO THE INVENTORY CREDITOR, UNLESS THERE IS NONE, THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE). COPY 1 (WHITE) FORWARD TO THE DEPARTMENT AT P.O. BOX 1828, SACRAMENTO, CA 95812-1828, WITHIN FIVE (5) DAYS OF RELEASE. \1\` COPY 2 (YELLOW) DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. COPY 3 (GOLDENROD) TO BE RETAINED BY THE MANUFACTURER. HCD 483.0 - Side 1 - (7/97) STATE OF CALIFORNIA i DEPARTMENT OF HOUSING°ANO COMMUNITY DEVELOPMENT DIVISION OF CODES AND STANDARDS • REGISTRATION AND TITLING SECTION STATEMENT OF FACTS .s unit is a:ED Mobilehome ElCommercialCoach 11 Floating Home U :al (License) No,(s) Trade Name Serial No.(s) ,e, the undersigned, hereby state that the unit described above: 'Ic,-c- e -d or) c_ -) - V cL4-),P_. r rn cl'� io =fiant further agrees to indemnify and save harmless the Director of Housing and Corrmuni- =-relopment, State o.f California, and subsequent purchasers of said unit, for any loss `he :{ suffer resulting from registration of the above-described unit in California. ^r `- anCe of a California certificate of title covering the same, "ertify under penalty of perj-ury that the foregoing is"true and correct. e,jted on � at Xl l C.O —r Da te (CitySra;P,—... ='ynature of each affiant 416.6 (Rev 11/86) Printed name of each affiant ,State U1 141'U4 IU:52 PAX 530 877 3443 Wj UU, r�U Il i uI l IItN it 111 lull l#1111 2002-007 1 x+85 RECORDING FQUFSM ByRecorded 1 AEC FEE 1, MID VALLBY TITLE AND ESCROW CO. Official RecordS I TRX 10.08 t 286.02 AND wiFTr RECORDED NQAII.TO: Countf t Robert E. Sherwood CRNOACE�O ORf1B8S I Diane C. Sherwood Recorder 495 STIMPSON RD. ROSEMARY DICKSON I OROVILLE, CA 95965 Assi09:08AM 30 p �®a2 I Page Barbara 2 q _ Space Above Ttta Litt for Rccordu'e Use Only A.P. I.: 024-140-024 Order No.: 201776DT Escrow No.: 201776DT GRANT DEED L ,11E UNDFRMGNTM GRANTOR(s) DECLARE(,) MAT DOCUMENTARY TRANSPeA TAX IS: COUNTY $266.00 { k J computed on full value of proerty conveyed, m [t ) comyuted on full value )ess vaue of liens or encumbranceiz rernaining at time of tale, X J umacmporated area; FOR A VALUABLE CONSIDERATION, Receipt of which is hereby acknowledged, RYCITARD C. CHOATE AND LOUANN M. CHOATE, TRSTEES U/T/A DATED APRIL 23, 1993 bertby GRANT(S) to Robert E. Sherwood and DIANR{{��' Sherwood, HUSBAND AND WIFE AS JOINT TENANTS the foilowing described proPerty in the UNINCORPORATED County of Butte State of California; LOT 57, AS SHOWN ON THAT CERTAIN MAP ENTI'T'LED, "GRIDLE'Y COLONY", WHICH MAP WAS RECORDED IN TIM OFFICE OF THE RECORDER OF THE COUNL'Y OF BUTTE, STATE OF CALTFORNTU, ON JUNE 7,1905, IN BOOK 4 OF MAPS, AT PAGE(S) 37. GRANT DF'SD CONTINUED ON NEXT PAGE Mai! Tar: StatemeAts to: SAME AS ABOVE or Address Noted Below Description,: bl:tte,CA Docent-yfear.r)rn.rl? 2002. 71,295 Pago: 1 of 2 order: Miranda co=xent: 01 •• 14 ' 04 10:52 FAX 530 877 3443 B A. P . N .: 024140-024 CONTINUATION OF GRANT DEED 6 RICHARD C. AND LOUANN M. CHOATE TRUSTEES U/T/A HATED APRIL 23. I993 By: , RIC AJW C. CHOATE, TRUN-rEE By: WUANN M. CHOATB, TRUSTEE Docummz Dau: �eceml�er 20. 200?` d STATS OP CA1.IVOlkNIA }sS COUNTY OF BUTTE ) C�z DECEMBER 26, yaromnx DENISE TERRIAH—NOTARX vcoonamyappeared . RiCIJARD .. CAOWrF Aft LOUARV M. personel�y lolovr¢ W 1AC (Ot pTovad W tDt 4a Vn Oasis Ot aetl,VlxtOry evidepoc) tope ma per9on(t) vrroer name(+) it/ert iobsCribed b the wiUria 'rdW-W and aWOWkd69d to roc 001 be/sWOO eXOMW dtt It= (nlWherlllttir aathorard capg&*(iea) xnd tbA by pit/hcrithe r signstum.(1) on L1 c in Mc pntoe(e) crew end apo pehslf of vbicb Ura po ts) uctcd, cwewled the inuraareol. ITN M odd otw,.t k i. SigsaN This ares for OT"t —utLJ sell. Butte,CA Docvawnt— Year. DocZD 2002.71485 Page: 2 of 2 zder: zu_anda Co=i-nt: . ....... ....... ........ ... ------ . ........ . ........ NOTES - RESIDENTIAL PERMIT NO. 024-140-024 SHERWOOD� ROBERT 04-0417 625 COWES AVE, GRID& DIA COW: SKYCREST s ` MH ON PERM FND 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 4 MH ' S). i INSPECTOR TO VERIFY SERIAL &.,LABEL #'S. SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address G AS Meter By Meter Da B Meter B Date JOB FINALED (Date) e Signature s _ t J=OK 0 = Not OK . = NotReadyable 1. MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements Wood Awn.; Posts- Beams- Rftrs-Connectors 2. Soils; Special MH Support Sketch 5. 3. Sewer; Location -Test -Fall -C/O -Concrete 9. 4. Water; Location -Test -Easement Needed (Sketch) Plumb.; Cir. Test -Water Supply Test 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 12. 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect Date 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected;C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) Line r7' Vlater and Sewer Connected Ga&and Electricity Tagged DeIx� ice ecals erify #'s with Office Date Card B- Date` Card B-1 Date Card 1 - Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Elec.; Enclosures; Conduit Entries -Terminals -Listed 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 t 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI / 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater ;i 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes -Enclosures- 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 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-CirIDDIeS Date FRAMING (Continued) 15. Access & Ventilation Hangers -Post Caps -Anchors -Connectors 16. Insulation Cling. Joist-Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng. 49. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Garage Fire Protection Framing -RC Channel 17. Water Htr.; Vent -Access -Combustion Air Baffle Property Line Firewall & Openings 18. Water Pipe; Test & Anchor -Nail Protection Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 19. D.W.V.; Test Fittings & Anchor -Nail Protection Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 20. Shower Pan; Test, First Floor -Tub Access Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 21. Test Tub & Shower, Second Floor -Tub Access Siding -Nailing Veneer 22. Gas Pipe; Sixe & Anchors Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 23. Fire Sprinkler; Test Glazing Area -Glass Protection -Skylights -Plastic 60. 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 ❑ 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 87. Water Well, Disconnect, Electrical, Plumbing 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 Date 41. Sills Proper Materials & Anchors Comments at Final: 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 -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes _ 83. Following Instld./Drive O Yes 0 No/Walks O Yes O No/Planters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530)-538-7541 RRECTION NOTICE OWNER ' f r PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP040417 s PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 02/23/2004 APN: 024-140-024-000 provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.%j��J Site Address: 625 COWEE AVE GRI License Class: License Number: _� r�r 0./,0 <?V -,_y, L ---/ _L_ _ . Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ 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 (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Business and Professions Code Date: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain'a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and p6licy number are: Carrier: Policy #: l ;Qlt 1 ❑ 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 the 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 provisio s. Date: - c� 27 Applicant: WAR .NG- Failure to secure workers' compensation coverage is unlaw ul, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Address Description: Owner: SHERWOOD ROBERT E & DIANA C 495 STIMPSON RD OROVILLE, CA 95965-9645 Applicant: SHERWOOD ROBERT E & DIANA C Contractor: SKYCREST ENTERPRISES COUSIN GARY'S HOMES 13468 HWY 99 CHICO, CA 95973 530-342-2694 License #: 812930 Architect: Engineer: Total Square Ft: 1320 S.F. Valuation: $85,800.00 Census Code: This permit is hereby issued under the applicable provisions of the Butte County Fode and/or Resolutions to do work indi9ated abAve for which fees have been paid. PERMIT EXPIRES Date: 2 Q .2 05 ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health R Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification fortes. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized ag nt of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to all the subs any official forte or d meet of Butte County. I hereby authorize representatives of Butte County to e r upon the above mentioned property for inspectio purposes: Print Name: Signature Date: '� ❑ Owner Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION 24 HOUR INSPECTION #: (530) 538=7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. DATE: r APN: D _© ZryyNr;: NEAREST CROSS STREET:aln 7�1 TRACT/LOT#: SITE ADDRESS: CITY, ZIP: OWNER NAME:/ 'P PHONE: i ,- 3 -710 STREET ADDRESS: Q y FAX: CITY, ZIP: � v E-MAIL: `• 1 APPLICANT NAME:. PHONE: STREET ADDRESS: FAX: CITY, ZIP: E-MAIL: CONTRACTOR NAME: PON STREET ADDRESS: F CITY, ZIP:/` E-MAIL: LICENSE NUMBER: LICENSE TYPE: ARCHITECT/ENGINEER NAME: PHONE: STREET ADDRESS: FAX: CITY, ZIP: LICENSE NUMBER: E-MAIL: DESCRIPTION OR SCOPE OF WORK: EJ !o v/ /t D l / . ❑ Structure Built without permits ❑ Proposed Change of Occupancy (note previous use) ?-D As- i,o-r rr,-? Atr--y Go Lori -( Lf -7 Lam X i)10 EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. For office use only: Notes: r /Y Application Received by: `" Date: �r Cy 1 Amount Receive Receipt number: J 2 �� / � � 5h B. C. Building Permit 01-23-04 pg 2 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER:_ f 3• I7` �4 n ` I p6 l,( �ASSESSOR PARCEL NUMBER '( Proposed Building Use: i�P/ U �%1 i' s, 1 C Counter Technician: 7_ Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in oder to apply. A/ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. �1 ,jMj 8. Manufactured homes:- (AyData sheets and installation inst, ($)''Aarriage line info, t,C)/Floor Plan,�DyTie down r fnd plans, all,tn duplicate. ❑ 9. 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. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form �OJ 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ 18. Agricultural Buffer cir and site plan apr from the Ag Commissioner Sent by-.. O K 19. Soils Report and/or Engineered Foundation required ....................... 20. Erosion Control Plan Required .......................................... 21. Fees as shown on the attached Scheduleof Fees Due Sheet...�;�, �`�.. ,�.. .- r ' ' um Ff. ❑ 22. City of Chico Plumbing permit........................................................................ 23. California Department of Forestry plan approval ❑ paid. Sent by: .... I........ �j 24. Planning approval (A) Use: (B)Parking: (C) Parcel Check: 2 12- O W ❑ 25. Contact Land Development about _Improvements, _Drainage ......................... 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... 32. Letter of Signature authorization.................................................................... 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance....................................................... I...... ❑ 1.. xistingviolations and/or expired permits .................................................... destriction................................................................................. rant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owne ' eck to H.C.D. ❑ 38. Other: ❑ 39. Other: , When issued Telephone/-/„%/ hAv� and hold for pickup. -� I have -been -info, med of the above items and requirements for obtaining a building permit. Applicant:/ Date: 1. Index permit application for the abo� items numbered: Plan Checlt'Letter 2. Add!tio items required 1� ner, owner, was advised of the above data by ❑ ne, O mail, ❑ counter, by Date: lj esigner, owner s advised of the ab a da by phone, ❑ mail, ❑ counter„by Date: Plans reviewed by: r_ i Date: ' j' b Plans approved by: t' ►' l Date Structural reviewed by: Date: Structural approved by: Date: ,,,,eNote transfer by: Date: Yellow: Building Division (0 E.H USE ONLY �1 Piot Pian AaecMd Flow Ran Annalsedl a TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance db --2 LI Owner Location AP# Plan Approved for: Sewage Disposal1 Water Su ly: ublic Private Well Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Vealih Specialist D to 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES JJ OWNE C b9t+ �-i, iDla n e' A. P. # 0 0? 4 - 140 --0C y PROPROSED BUILDING USE J)P,60 n1tt J&)C &4& DATE ' RECEIPT # DATE REC. 1. BUILDING PERMIT FEES --- Balance Due ..................... --- Additional Fees Due........... --- Revised Plan Checking Fee.... $ SCHOOL DISTRICT FEES l (paid at School District Office) (form e P available aftlan Ch - 6toe1140 L-cw 2�F:o4')1V4: 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Fig. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Fig. A 10. OTHER At time time of permit application, I was ad iced the above fees are required to be paid prior to issuance of the t. These fees maybe chan g the plan the 'ng process. APPLICAN DATE 4' Pursuant to ovv ment Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 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 -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) �. School District A.P. Number Property Owner Property Location/Address BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) Building Department No. 0 County 6-1/-6'/r/ 7 Subdivision Lot No. Residential Developments Q� ..............................................................4..... Q Q Sq. Footage No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation inspection) .................................................................... ............................ Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial Q Q Sq. Footage New Addition (Including Exterior Roofed Areas) Building Department Representative Date District Identification No. 1 t m eA School District certifies that Awl -i 1_) t A n P (Applicant) bar, C (City) has complied with the requirements of Resolution No. representing square feet. School District Representative Paid by Check # Remarks: (Phone Number) (State) (Zip Code) by payment of $ 2926 $ FULL MITIGATION $ Date a) MoBee: You may protest the Imposition of the tsar Identified above by submitting a written protest to the DbtrIcL In nompllarrce with GovernrrrneM Code Section 66020(a), wkMn 90 days from On date tees are OM. Failure to submit a timely written protest wlil'pmhibIt YOU from challenging the imposition of the fees In any court action. `4 ff. subsequent to the School Distrtd Representative signing this Butte County Schools Impact Fee Certification Form, the 8ehool District Is notified by #* applicable Local Planning Agency that this project Is being revlwwd under the Califomla Environmental Quality Ad (CEQA1 thla p ni- Pt may be subject to additional school fees to Rdy mk%**. its Impact on the school distrid'a schools. White (applicant), Yellow (building department), Pink (school district) feeformads 110/03)drmm Building Permit Number: O 't — Girt' t 7 Owner Name: -*W W ood Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1, foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. F/ �4 Page 2of 2 Building Permit Number: Q� Owner Name: 5heY(A) pOG� ' 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 25 feet from the side and 2s 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. #6 Cousin Gary Circle `Butte Meadow" 2 Bedroom .2 Bath_;1320.Sq; Ft. --- Plus Den m L , al =: 1=120 umE- ■■.w■■■■■■■■■■■■AM is■■■iiiii■Gii ■■ww�■■ �■■■■■■■■■■■■■■■■■■■■■■■� rte■■■■■■ ■/!�■ ■■■■■■■■■■■■■■■■ ■■I �' ■■■■ ��■■■■■■■■■■■■■■■■■■■■w■■■ ■■i 1 • • I� ■■ 1 • • - i�w■■■■■■■ ■■i �■■ no CAN ■■�.w■■e■■■ ■■r ' III on IFANIIIIII A■I♦\■ on BEDROOM ` .. 13*49. 1 � T I , s Plan P202 Features in this Model include:.. *Tape & Textured'Sheetrock Walls *Glamorous Master Bath *Covered Choicedek Porch *Shasta Dormer *4:12 Roof, with Architectural Shingles *Skylight in Kitchen *Solid Oak Cabinetry *Upgraded�Appliances *Enlarged Windows in Living Room -*Perimeter Heat * Exclusive Safease Package, . * Mini -Blinds MOBILEHOME INSTALLATION DATA I Owner's Name' ROBERT 1.;. AND DIANA C. S'HERWOOD 2 . Assessor's Parcel Number 3 . Installer's Name: 024-140-024 SKYCREST ENTERPRISES Alf. H.1. -2 4 . Is the site currently under permit? Yes [ ] No [ X ] Permit No. • I 5 . Is the site an existing site: Yes [ X ] No [ ] (If yes, furnish two plot plans). 6 . What is the electrical rating of the mobilehome? 100 Amperes. 7 . What is the mobilehome site circuit breaker rating? 100 Amperes. 8 . What is the electrical rating of the mobilehome site? 200 Amperes. 9 . Is the main service remote from the mobilehome site? Yes [ ] No [X] If it is, what is the rating? Amperes. 10 . Is there any other electric load to be served by the mobilehome site electric service (i.e. well, garage, etc.)? Yes [ ] No [ X ] If yes, please identify the load and size: a) The mobilehome site: Load - Amperes - b) The main service: Load - I Amperes - I I . Type of gas service at mobilehome site: .Natural [ ] Propane [ X ] None [ ] 12 . Size of gas pipe at the mobilehome site from the!meter or tank: 3/4 inches. 3 . What is the gas pipe length from the meter or tank to the mobilehome? la . What is the mobilehome gas demand? BTU.* *(This information is not required if the pipe length is less than 6 feet on natural gas or less than 50 feet on propane). 30 (ft.) -P 3` � p p 0 p °' MOBILEHO.ME SUPPORT DATA Mobilehome Manufacturer: SKY LINE Manufacture Year If other than single wide, furnish Setup Model Number: P202CT Width: 26(ft.) Length 58' On all mobilehomds manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup'sheets. FOOTINGS: Wood pressure treated or foundation grade Other: ABS PADS SUPPORTS: Concrete block [X] Other: Provide Tie Down Specifications for all Mobilehomes: Line I Piers: Sire minimum: Spacing maximum: From ends -maximum Line 2 Piers: Size. minimum: Spacing maximum: From ends -maximum Line 3 Roof Loads: Size minimum: Location (from rear): Line 5 Roof Loads Sire minimum: Location (from rear): 1i -� V Line I Openings: Size minimum: [24X241 1 Each side of openings with width over: 4' 0" 2p Line 4 Piers: 24X4 Size minimum: [ ]XI 6' 0" Spacing maximum: " 2' 0" From ends -maximum: " 2�)(3c� a�FX zx-► 24;424- 2~130 Pier Footings Sizes and Location SINGLE WIDE M fL'IT-WIDE 52'0" 58'0" Line I Linc 1 Line 2 .......................................................................................... Line 2 Line 2 Main Beams E ............................................................................................ Line 2 Line I Line 3 .................................. .......................................................... Line 2 Main Beams ............................................................................................ Line 2 Line 1 ............................................. Line 5 Tag or Triple Line 4 Line 1 Line I Piers: Sire minimum: Spacing maximum: From ends -maximum Line 2 Piers: Size. minimum: Spacing maximum: From ends -maximum Line 3 Roof Loads: Size minimum: Location (from rear): Line 5 Roof Loads Sire minimum: Location (from rear): 1i -� V Line I Openings: Size minimum: [24X241 1 Each side of openings with width over: 4' 0" 2p Line 4 Piers: 24X4 Size minimum: [ ]XI 6' 0" Spacing maximum: " 2' 0" From ends -maximum: " 2�)(3c� a�FX zx-► 24;424- 2~130 24X24 24X24 18'6" 360" 52'0" 58'0" . % ..-,`a OVER P202CT 30# STB FNDTN ¢�T ydw IYIY jv: 9T1 6 9R'fj 355 TI -K-90 E. Y �z� rT t `tri,- .. I � , 30# CENTERLINE SUPPORT REQUIREMENTS i IHI` SHFF I IS 10 9E 1"'Rff G YIIII! SIIPPI.EMCNT Tll FR!) r6TAI LAfl N tiIhN11A1 f Fi 306 R",IOF 70N,' :zNOW LOAD SFk AFOv: PRINT FOR ! CSA!; kf OPIRRIENIS ANTI ----�-•�--"�IAH 9321 FU L — VCk. _ I - SEC !LL. 51 PC. 6- 75X L--AjM-0n-NP T>U i Hr�ld _JJ2 I TO in rip MCI 03 SU)' ROWi -----Of.ScRiP PON Al. t® 11R. ^ 111'I. I.OAI) i- - )2 6 2(K - 2i1 CA 11. 1- - GRpIM7 2Y : v,uv___� (nIq t-' c: - GAII' I:'�1J5%7[11111 C, --IlkARK Nl MBIFR L bile In Ncz� 9 Vector Dynamics Foundation System INSTALLATION INSTRUCTIONS for the State of California Version 91212003 INDEX Approval PAGE RELEASE UMMAMMID OMMOM s> SECTION NUMBER DATE FOUNDAnoN symm HBAt.78 ANE► sATEW CODE. SWM Ign APPROVED INTRODUCTION 2 9/2/03 stra=70=0aa GENERAL INSTALLATION 3 9/2/03 AT!!>b0NAL DO'BS NOTADTHDRIZS O!! A4aPAOFVS J11 PARTS LIST 4 & 5 9/2/03 MMONS OR D"IAnoN MOM REQUIRWRITS AMJCAM STATE LAWS AND AllUATiM LONGITUDINAL DEVICES 6 9/2/03 s cauftak wd Cm 01 DoWA09=0 PIER HEIGHTS 7 9/2/03 SET-UP INSTRUCTIONS 8 9/2/03 t9[iD88 ANb 3tAWAM 11 tom) FOOTER SIZES 19 '$ ..-- WIND ZONE I - SINGLE 9 9/2/03 - DOUBLE 10 9/2/03 - TRIPLE 11 9/2/03 - HIGH PIER 12 9/2/03 WIND ZONE II - SINGLE 13 9/2/03 FEss,�� - DOUBLE 14 9/2/03�����E �D?R - TRIPLE 15 9/2/03 No, 6`2 V -DRIVE & PIER SYSTEMS 16 9/2/03 CNIL 9'�FOCIV IL CAD SOIL CLASSIFICATION 17 9/2/03 CONCRETE INSTALLATION 18 & 19 9/2/03 COMPONENT PARTS AVAILABLE UPON REQUESTRUILDING '� =PAH I -MF_ PPR0V, r - co L co 0 N O CD O Tie Down Engineering, Inc. VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS Introduction These instructions describe the proper use of the lateral and longitudinal foundation system. You may also refer to the home manufacturer's installation manuals that include the Vector Dynamics system as an alternate foun- dation system. General The Vector Dynamics Foundation System provides the support to resist lateral, longitudinal and over -turning movement of the home as required by the Federal Manufactured Home Construction and Safety Standards in a specified wind zone when the system is used as described in these instructions. Please verify state or local wind load requirements prior to installation of the home. The Vector Dynamics Foundation System resists lateral & longitudinal wind & seismc loads by anchoring the two longitudinal main rails. The system is approved to be used on single or multi section homes: Nominally 12 feet to 16' feet -wide-*(single section) with main rail spacing of 95 inches or greater on center; multi section main rail spacing of 75 inches or greater on center. Nominal 8 foot or less top plate height at sidewalls with main rail depth of 12" or less. Maximum roof slope of 20 degrees (4.4" in 12" slope). Maximum eave width (roof overhang of sidewall) of 12" for Zone I, 8" fo Zone II Maximum pier height under main rails -see page 7. The Vector Dynamics Foundation Systems may be used as a part of the vertical or gravity support system con- sidering that each Vector Dynamics pad has two (2) or (3) square feets bearing area. To inquire about the use of the Vector Dynamics Foundation Systems with homes of four or more sections, other widths, or on homes requiring pier heights which are not included in these instructions, contact Tie Down Engineering, Inc. at 1-800-241-1806. The Vector Dynamics Foundation System has not been designed for use on exposure "D" homes 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 may include shear walls, marriage line ridge beam support posts, end frame ties and rim plates. Page 2 California 9/2/03 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. FOOTINGS AND FROST LINES The Vector Dynamics Foundation System was designed to be placed directly on top of the ground (or poured concrete) after clearing all loose vegetation. In areas with frost heave, use Vector for Poured Concrete (see pages 20 & 21) to comply with local requirements for footer depth. FOUNDATION/FOOTING SPECIFICATIONS FOR VECTOR PADS Vector Pads are used in place of conventional foundation pads. One Vector pad provides two or three square feet of bearing support. Vector Systems should be spaced as symmetrically as possible along the length of the home. For pier locations in between the Vector Systems, use the normal foundation pads. LUMBER/MOISTURE - TERMITE SHIELD To cut PVC or lumber (2 - 2x4's,1 - 4x4 or 1 adjustable steel commpression member per Vector system) for the center compression section,when using concrete blocks for piers, measure center to center frame (I-beam) dis- tance and subtract 16". When using METAL PIER STANDS, measure center to center frame distance and add 16". 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 INSTALLATION All frame ties and diagonal straps must go from the anchor to the top of the I -Beam. See illustration below. 1. Attach frame hook to top inboard location of "I" beam. (Frame hook must be attached to frame at points closest to floor support.) 2. Keeping in line with the hook, wrap galvanized strap completely around "I" beam. 3. Pull strap past anchor head approximately ten inches before cutting to allow enough strap to give a minimum of five turns around the slotted anchor bolt. 4. Thread loose end through slotted bolt so that the strap is flush with the other side of the bolt. 5. Tighten slotted tensioning bolt a minimum of five full turns. Page 3 California 9/2/03 Vector Dynamics Foundation Systems Lateral Component Parts List Vector System Lateral Stabilization Block Pads #59018 - 2 sq. ft. single/double block pads with hardware, swivel straps and slotted bolts Vector System Lateral Stabilization for Concrete # 59036 - Single (only) block pads with hardware, swivel straps and slotted bolts. # 59049 - Double block pads with hardware, swivel straps and slotted bolts. Vector System Lateral Stabilization For Difficult/Rocky Soils # 59287 - V Drive System Must be used with: # 59018 - Vector for single/double block pads 3 Sq. Ft. Pad Vector System # 59271 - Vector 3 sq. ft. pad (2 required) # 59024 -Vector Lateral Hardware Kit, includes PVC adapter. Strap/Swivel Strap Connectors & slotted bolts not included. Page 4 California 9/2/03 Vector Dynamics Foundation Systems Longitudinal Component Parts List Longitudinal Stabilization Hardware Kit # 10733 (for use with 59018 Vector System, single stack block sets only. Longitudinal struts not included) Longitudinal Stabilization Hardware Kit for Concrete # 59023 - Includes 2 beam clamps, tension brackets, nuts and bolts. (for use with #59036 & 59049, longitudinal struts not included) 3 Sq. Ft. Pad Vector Longitudinal System # 59026 - Includes 2 beam clamps, 2 tension brackets, nuts & bolts. (for use with #59271, longitudinal struts not included) Struts for Longitudinal Systems Part No. Length Pier Height # 59016 30" up to 2 Blocks # 59012 39" up to 3 Blocks # 59013 44" up to 4 Blocks # 59014 53" up to 5 Blocks # 59015 65" up to 6 Blocks PVC Adapter Bracket # 59281 = For use with Schd 40 PVC - Center Compression Strut # 48612 - Single Section, 62"- 108" # 48613 - Double Section, 34"- 60" (includes short u -bolts, nuts, washers and 6'self taping screws) Page 5 California 9/2/03 Longitudinal Stabilizer Devices The use of LSD systems on a single or multi section home replaces longitudinal anchors, stabilizer plates and straps. The Longitudinal Stabilization Device (LSD) is used with the Vector Dynamics System to resist loads in the longitudinal direction (short dimension) of home. The number of LSD required is shown on pages 10-13. LSD 4Y S 1. Longitudinal Foundation Pad Combine Vector Dynamics & LSD 2. Beam Clamp (2 per system) Note: Two struts =1 L.S.D. system. 3. Longitudinal Strut (2 per system) Can be used on one pad or slipt on 4. Tie Bracket (2 per system) opposite ends of the home. Examples of Possible Placement: (Contact TIE DOWN for placment in other Wind Zones) Wind Zone I Single Section I I I I I I I I I I I I I I I I I I I I 1 I I I Wind Zone I Double Section 18 Ft. Max. 32 Ft. Max. Forgreater widths use triple section design. Wind Zone I Triple Section T T 48 Ft. Max. OL Page 6 California 9/2/03 50 in max. Maximum Pier Height Vector Dynamics Foundation Systems may be used on single section homes in Wind Zone I which require pier heights (from surface of Vector pads to top of concrete or metal pier) not to exceed 50 inches under one or both main rail(s). Note that a ground anchor must be used at each Vector system location where the pier height exceeds 24 inches for single section homes. On multi -section homes in Wind Zone I, an anchor must be used at each Vector System location with pier heights above 46" with the following exception: double section homes that are 24' wide, in Wind Zone I, have a maximum pier height without anchors of 38". See page 12 for double section home high pier set instructions. 50 in max. Unequal Pier Heights Maximum Homes with unequal pier heights are limited to 50" maximum pier height. The difference between the taller pier and the shorter pier cannot exceed 26". Page 7 California 9/2/03 Set -Up Instructions for Vector System #59018 Long U -Bolts 1. Set Vector Pads Clear all vegatation 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. Page 8 4. Inside brackets & straps Attach the inside tie brackets to the U -bolts over the compresion member. Attach a strap w/hook or swivel strap w/nut & bolt. Place other end of the strap over opposite I-beam & down to out- side 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. � X\ *rx- California 9/2/03 WIND ZONE I SEISMIC ZONE 4 Vector Dynamics Systems Required for I Single Section Homes (Materials Required) h e — l m Section it I i2 it Singe EXa'rnPi M � \ — rax„ ' � i�' P 35£tx ♦'� I �♦� - �yptDs:Yif"n ♦ „M,z� � .�s � tic's �, : r� �� .. £� F Ott£; ..♦ , rz�` rx�' i' : y ' y5 ,[ c z� ��. a o.c.tYP•. n j 3 Note: L.S.D.= Longitudinal t NOTE: Vector Systems should be spaced as Stabilization Device symmetrically as possible along the length See Page 6. of the home. Pier spacing must be i" consistent with home manufacturers' o Soil Classifications: 2, 3, 4A, & 4B instructions and/or state requirements. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: 30" with 2-4" helix anchor (59095), 12".stabilizer plates (59292), 1-1/4" frame ties WIND ZONE Home Length Vector Systems Required Anchors Required Per Side or 24" Pier 24+" Piers L.S.D. 0 to 72' 3 2 3 2 73' to 90' 4 3 4 2 eetor. C.0 NIM- Eacector System requires one of the following:Qmies h V I� L_ 7 q CD -� ' 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) 2 sq. ft. pad CD CD NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. C7 w 0 Ev No anchors required. For pier heights up to 46" for WIND ZONE 28'-36' wide, 38" for 24' wide. See Pg 12 for high pier instructions. 2 sq. ft. pad Soil Classifications: 2, 3, 4A, & 46. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required`: None ('Marriage wall anchors may be required by home manufacturer) Home Length Vector Systems Required Anchors Required Per Side L.S.D. 0 to 40' WIND ZONE I, SEISMIC ZONE 4 0 2 41' to 66' 3 0 3 67' to 84' 4 0 Vector Dynamics Systems Required for 85to 90' S 0 4 Double Section homes I _ " " - - " e hom (Materials Required) , _ - - , _ - - _ '� SeCt%p0 'mP�e double ° ------- - s q CD CD NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. C7 w 0 Ev No anchors required. For pier heights up to 46" for WIND ZONE 28'-36' wide, 38" for 24' wide. See Pg 12 for high pier instructions. 2 sq. ft. pad Soil Classifications: 2, 3, 4A, & 46. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required`: None ('Marriage wall anchors may be required by home manufacturer) Home Length Vector Systems Required Anchors Required Per Side L.S.D. 0 to 40' 2 0 2 41' to 66' 3 0 3 67' to 84' 4 0 4 85to 90' S 0 4 Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) Note: L.S.D.= Longitudinal Stabilization Device See Page 6. NOTE: Co When a pier height at Vector locations exceeds 46", an 1 anchor must be used -on the outside wall/beam at that approximate location. NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home n manufacturers' instructions and/or state requirements. 0 WIND ZONE I 2 sq. tt. pad 2 sq. ft. pad Tag ori full triple. Soil Classifications: . 2, 3, 4A, & 4B Soil Bearing Capacity: ' 1,000 PSF minimum -Anchors Required': None ('Marriage wall anchors may be required by home manufacturer.) Home Length . Vector Systems Required Anchors Required Per Side LSD Main TAG .0 to 48' 2+2 on Tag 0 2 1 49'to71' 3+2on- Tag 0 WIND ZONE 1, SEISMIC ZONE 4 �homeems, 72'to84' 4+2 on Tag Vector Dynamics Systems Required for _ _ - _--''"""-- __-'-" - ' ' " a �6 t; Pactn9 eott\jector s`!s 2 85' to 90' Triple Section Mom - " P { - - ' " " o ra - .. 2 2 (Materials Required)-- -' EXamPhows9e"e _ ,uF �q NOTE: Co When a pier height at Vector locations exceeds 46", an 1 anchor must be used -on the outside wall/beam at that approximate location. NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home n manufacturers' instructions and/or state requirements. 0 WIND ZONE I 2 sq. tt. pad 2 sq. ft. pad Tag ori full triple. Soil Classifications: . 2, 3, 4A, & 4B Soil Bearing Capacity: ' 1,000 PSF minimum -Anchors Required': None ('Marriage wall anchors may be required by home manufacturer.) Home Length . Vector Systems Required Anchors Required Per Side LSD Main TAG .0 to 48' 2+2 on Tag 0 2 1 49'to71' 3+2on- Tag 0 2 1 72'to84' 4+2 on Tag 0 2 2 85' to 90' 5+ 2 on Tag 0 2 2 Each Vector System requires one of the following: 1-44 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) WIND ZONE I, SEISMIC ZONE 4 (High Pier Sets) I ,- Vector Dynamics Systems Required for I � Double Section Homes (High Pier Sets with Diagonal Ties)o h me - ' Ot 2double section- 1. NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home w manufacturers' instructions and/or state requirements. 0 WIND ZONE I Max. Height, Unit Width See Page 7 co � I -Beam W CSpacing ,1 �2 sq. ft. pad/ r 0 to 48' 2 2 2 49' to 71' 3 3 3 72' to 84' 4 4 4 85' to 90' S 5 4 Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required": 30" with 2-4" helix anchor (59095), 12" stabilizer plates (59292) 1-1/4" frame tie with connector Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) C-) 0 WIND ZONE II; SEISMIC ZONE 4 (Hurricane) . Vector Dynamics Systems Required for Single Section Homes (High Pier Sets with Diagonal Ties) eot�o� h0me m a\ 9ti.00'%Oes s � rto mangy � - - _ - �Z tt s� ag�n9 for sta\\at�o - _ EXamPsho fis 9enel be o home `n ' aC� d �in9 m ♦I , " ad � I �r co 24" 0 WIND ZONE II (not to scale) �2 sq .,ft: pad Soil Classifications: 2,3, 4A & 4B 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 Equired per side LSD 0 to 48' 3 5 2 49' to 60' 5 6 2 61" to 72' 6 7 2 73' to 84' ' 7 '8 2 85' to 90' 8 9 2 2K.tn AV. . NOTE: Vector Systems should be spaced as . symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. Maximum allowable working drag load for the Vector System with steel compression strut is 4,000 lbs. per the K2 Engineering test report. Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, - Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) N 0 W WIND ZONE 11, SEISMIC ZONE 4 Vector Dynamics Systems Required fortion hp,, ems v;de\`nes )� Double Section homes _ _ -'' " AO%J Sot VectOoninan�a� NOTE: Vector Systems should be spaced as symmetrically as possible along the length i home. Pier spacing must be consistent with manufacturers' instructions and/or state req Maximum allowable working drag load for tl System with steel compression strut is 4,001 the K2 Engineering test report. soil bearing capacity: Anchors Required`: i,uuu NsF minimum 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length of a e2eva, oho neinsta��att-__-_- Vector Systems Required LSD ` 4 n EXarnpshoWs9�stbet,_--""' 3 49' to 60' 5 --_-"" 3 61" to 72' 6 6 3 73' to 84' 7 7 4 85' to 90' 8 8 4 I NOTE: Vector Systems should be spaced as symmetrically as possible along the length i home. Pier spacing must be consistent with manufacturers' instructions and/or state req Maximum allowable working drag load for tl System with steel compression strut is 4,001 the K2 Engineering test report. soil bearing capacity: Anchors Required`: i,uuu NsF minimum 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Anchors Equired per side Vector Systems Required LSD 0 to 48' 4 4 3 49' to 60' 5 5 3 61" to 72' 6 6 3 73' to 84' 7 7 4 85' to 90' 8 8 4 Each Vector System requires one of the following: 1-44 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) Lv ca rn W NOTE: When a pier height at Vector locations exceeds 46", an anchor must be used. on the outside wall/beam at that approximate location. ' NOTE: Vector Systems should be spaced as symmetrically as'possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. ` Soil Classifications: Soil Bearing Capacity: Anchors Required': Tag ori: 2, 3, 4A, & 4B PUTT triple 1,000 PSF minimum, 3/4'' x 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 LSD Main TAG 0to48' WIND ZONE II, SEISMIC ZONE 4 2 1 49' to 71' 4+ 2 on Tag 6 3 2 72' to 84' 4+ 3 on Tag Vector Dynamics Systems Required for e 85' to 90' 5 + 3'on Tag .8 Triple Section Homes 2 - , -' " ectio� bo temp• (Materials Required) ' ' - - �6 fi� 9 for �ec�o f a sPact` ' os r --- - _ - - - - - - - tnP\e genera EXa show As Avit y � .�.4 3 .e'�}� t� �� , . •dt .. <(1 .......aw.. 1£t� .al�..=�a � �45 � �:. �f�Y � {,�S,�if t — �4otyE`%5iY �7'a•Z' � N �� ...a. S�.::,u;'n�.,.3f.c� � Lv ca rn W NOTE: When a pier height at Vector locations exceeds 46", an anchor must be used. on the outside wall/beam at that approximate location. ' NOTE: Vector Systems should be spaced as symmetrically as'possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. ` Soil Classifications: Soil Bearing Capacity: Anchors Required': Tag ori: 2, 3, 4A, & 4B PUTT triple 1,000 PSF minimum, 3/4'' x 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 LSD Main TAG 0to48' 3+2onTag 4 2 1 49' to 71' 4+ 2 on Tag 6 3 2 72' to 84' 4+ 3 on Tag 7 3 2 85' to 90' 5 + 3'on Tag .8 3 2 Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) 2 sq. ft. pad 2 sq. ft. pad Vector Dynamics Metal Pier & V -Drive Installation METAL PIER FOUNDATIONS 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. 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 sets. Conventional pier adjusters must be placed under beam with upturned edge directed towards the outside of the home. Pier spacing must be consistent with home manufacturers' installation instructions and/or state requirements. To cut lumber (2 - 2x4's or 1 - 4x4 per, or 1 adjustable steel commpression member, part #59043 Vector system) for the center com- pression section, when using METAL PIER STANDS, measure center to center frame distance and add 16". Optional Moisture Termite Shield may be required in certain regions. 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. V -Drive for rocky soil V -Drive anchors are used on/v in Zone 1. single section homes. V -Drive anchors are used only in Zone I, single section homes in areas where rocky soil conditions do not allow helix style anchors to be installed. 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 or buckle to the frame and attach to the V -Drive head with a slotted bolt. Cut the strap end about 12 to 15 inches past the anchor head to allow at least four or five wraps around the slotted bolt. Continue tightening strap until all slack is out and strap is tight. Page 16 California *"2/03' VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS Vector Dynamic Foundation Systems may be used only on homes set on soils classified as Class 2, 3, 4A and 4B as described in the table below: SOIL CLASSIFICATIONS Soil Class Types of Soils Blow Count (ASTM Soil Test Probe (1) D2586) Torque Value (2) 1 Sound hard rock...... NA NA Very dense and/or 40 -up More than 550 lbs - in. cemented sands, coarse 2 gravel and cobbles, preloaded silts, clays, and corals Medium -dense coarse 24-39 350-549 lbs - in. 3 sands, sandy gravels, very stiff silts and clays 4A Loose to medium dense 14-23 275-349 lbs - in. sands, firm to stiff clays 4B and silts, alluvian fill 175-275 lbs - in Peat, organic silts, 0-44 175 lbs - in. 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 gauge 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 Ib -in. 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. Vector Foundation Pads Equivalent to Footer Pads* Footer Size: Footer Size: 16x16 = 256 sq. in. 20x20 = 400 sq. in. or 16x18 = 288 sq. in. _ or 17x25=425 sq. in. EQUALS - EQUALS - 2 -Vector Pads # 59275 = 1 -Vector Pad # 59271 - - 288 sq. in. or 432 sq. in. 1 Vector Pad # 59130 Vector Pads) exceed the surface area required when used as the equivalent listed above. *Foundations in soil with a bearing capacity of less than 1,000 PSF must be designed by a Registered Professional Eqgineer familiar with site conditons:A_ k Page 17 California 9/2/03 Vector Dynamics System for Concrete Applications Instructions 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"x24" x 4" or 18" round (min) x 10" deep. The bottom of footers must be below the frost line or a minimum of 4" below finished grade whichever is greater. Concrete must be 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 or Schedule 40 PVC pipe, or 1 adjustable steel commpression member, part #59043 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 holes on each side into the concrete using the holes in the Vector pad as a guide. Drill the 3/8" diameter 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 of a Single Section Set -Up Vector ps for concret( footer Page 18 California Wood Cap and wedge Outside Tension Bracket Wedge Bolt 9/2/03 Vector Dynamics System for Concrete Applications ' r Instructions { 9. Put a washer and nut on one of the 3/8" x 3-3/4" wedge anchors. 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. Wedge the pier set at this time. 16. Using a 9/16" socket wrench, tighten all of the wedge/anchor bolts, securing the outside tension bracket and Vector pad to the concrete. 17. 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 or PVC Pipe Page 19 California Vector pad for concrete Concrete footer Ocu 9/2/03 National Pollutant Discharge Elimination System (NPDES) Phase II & SWPPP Non -Certification for Project # for Butte County Storm Water Permit Compliance By signing below, I, the project architect/engineer of record, indicate that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board. L additionally, understand that it is the project owner's/owner's agent's responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a fee of $700.00 to the State Water Resources Control Board to obtain such a permit. I, further, certify that this project will not disturb more than 1 acre of land. I have also reviewed the Best Management Practices Handbooks, California Storm Water Quality Task Force, Sacramento, CA. I certify that appropriate BMPs will be implemented to effectively minimize the negative impacts of this project's construction activities on storm water quality. I acknowledge that it is my obligation to make the project owner and contractor aware that the selected BMPs must be installed, monitored, and maintained to ensure their effectiveness. If, at any time, site conditions and/or observations by a County official warrant reevaluation and revisions of the chosen BMPs, the appropriate changes will be made without unnecessary delay. I am aware that failure to properly implement and maintain the BMPs necessary to prevent the discharge of pollutants from this project during construction could result in significant penalties and/or delays. By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit, if my project disturbs more than 1 acre of land. I, further, certify that this project will not disturb more than 1 acre of land. This document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified individuals properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons directly responsible for gathering the information, I certify, to the best of my knowledge and belief, that the information submitted is true, accurate, and complete. Signed: Title: Date: NPDES R SWPPP Non -Compliance Certification Draft Burse County Stormwater Plan #6 Cousin Gary Circle "Butte Meadow" 2 Bedroom 2 Bath, 1320 Sq. Ft. Plus Den Environmental Health FEB 0 5 2004 7 County Center Drive Oroville, Ca Plan P202 Features in this Model include: *Tape & Textured Sheetrock Walls *Glamorous Master Bath *Covered Choicedek Porch *Shasta Dormer *4:12 Roof with Architectural Shingles *Skylight in Kitchen *Solid Oak Cabinetry *Upgraded Appliances *Enlarged Windows in Living Room *Perimeter Heat * Exclusive Safease Package * Mini -Blinds National Pollutant Discharge Elimination System (NPDES) Phase 11 Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACREI Project Title: By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs 1 acre or more of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP), and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit if my project disturbs 1 acre or more of land.. I, further, certify that this project will not disturb 1 acre or more of land. I am aware that submitting false and/or inaccurate information may result in revocation of grading and/or other pe mits or other sanctions provided by law. Signed: Title: Date: COt'Y of Document Recorded aND NV k N RFCORDFD NIAIL TO: 11 -Feb -2004 2004-0007858 RUTTF COUN I'Y BUIL.DING DIVISION Has not been compared with 7 COUNTY CFN•rE:R DRIVE: OROVILLE', CA 95965 original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides. pesticides, and fertilizers; and from the pursuit of agricultural 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 Date ; (% PROPERTY OWNERS: X Robert E. Sherwood State of California County of Butte On 76,,n • ->t ; d£ 1 -( before Diana C. Sherwood —r to 1 c, 1"-j _ personally appeared_ }?c-,.��e--e"1— �` . `;f1P.'+'nuc cr.( (`l1'tc� ~ �.Ji 0 'r'\Cr I F_ rcocc c1�. personally known 'to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. SignatureV �' i1i�� '.!i / �j�°-•� Seal: TERRI A. RubIN APN: 024-140-024-000 CommiSSion #1442021 a Notary Public California �My Butte�(V 24 2007 Comm. Ex the following described progeny in the UNINCORPORATED County of Butte State of California; LOT 57, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "GRIDLEY COLONY", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIkORNIA, ON JUNE 7, 1 905, IN. BOOK 4 OF MAPS, AT PAGE(S) 37. Description: Butte,CA Document-Xear.Dor_IP 2002.71485 Page: 1 of 2 t , Order: rnirando Con=ent: t N Environmental Health FEB 0 5 2004 7 County Center Drive Oroville, Ca �a _ APPROVED ` Q Y Butts County Environmental He lih Date .S i igna ure QC ' • � .. t^ � � .� +� t < � s a 0 LB`s" �''� fr � ,• n J •�,a " s .J i a r' . . � .• w w � �, " � -:.t r.. .. ..F :. i. w ar.,4; ,r..x• .�. ,{;L - ..x'° • r+1ir . .�,i w - .� i • Y+! -.,,,.0 .2.«:. .. w` :F A - -t - '^(( �Y r• t�i.;v;. `-:J' '-wk n+5� -h S 4rc {- ./� - ... r �y..# - �.. s' - • �.4.'.: Li � �-._ •.w{. ,, i`k', ' �. �.�� Yw�{` Y. .. � � .� r.. • �Yf.-.•F r:1'rr-w:. M. .f-�J'ir RV. .•.�.'-J.! .• r-,._—Lf.n . rN ..'i'w - .. .. f _ _ .J ... _�'1.Y if —.. raN= ...'►fi.{w.L���1:- 6•J-a.S+ w. J �terr!! '.. .. .. �.• .- .WL: i's:..TIG'�..Cas�..✓-:A•.�-.��A�a.l#:s C—.►:S.+a!'- a0.w..v...lt.iir.+�fi /:Ar w+l•..3v r. .. • -. _ I ELECTRICAL, MErJiAN1CAL,AND PLUMBING 'G0N1STRLJ.f' CTION; ( NOT PLAN CHECKED SHALL, 00'.W.IPLY 'WITH CURRENT EDITION OF NEC, LAAC &,ND UPC. Y1 5 1 fC �ar Nli I "off C co NOTE: See the attached \& I i I tial C n'stru� 4 C) Reouirements z > 0 > Pages oel) 'A )< ----------- IN 4 I. / 4 V�. Nli I "off fn C co Q:z \& C) fn C co Q:z C) z > 0 > Oq- 0q1 7 vnc_1 BUTTE COUN I , RUILDING DEPART101- A