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028-470-013
RECORDING 4QU1 TED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 2006-0037113 Recorded I Official Records I County of I Butte I CANDACE J. 6RLBBS I County Clerk-Recorderl I I 02:15PN WJul-2N6 I REC FEE 10.00 CONFORMED COPY 1.00 CN Page 1 of 2 SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. JOSEPH A. GRACIDA REAL PROPERTY OWN ER/LESSOR 91 DICKERSON MAILING ADDRESS OROVILLE BUTTE CA 95966 CITY COUNTY STATE ZIP 1951 GREETY RD. INSTALLATION MAILING ADDRESS, IF DIFFERENT OROVILLE BUTTE CA 95966 CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS SAME 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 04-3444 530 538-7541 BUIL,DING PERMIT NO TELEPHONE NUMBER — SlGNMrUREOFL CAL NC OFFICIAL DA NONE DEALER NAME (if not a dealer sole, write "NONE") NONE DEALER LICENSE NO. FLEETWOOD HOMES 2002 3403B MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER 27917AIB 40'X 24' PFS872423/4 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER 028-470-013 HCD FORM 433(A) REV. 8/91 WHITE - County Recorder CANARY - HCD PINK - Applicant GOLDENROD - Building Dept. RECORDING REQUESTED BY First American Title Company AND WHEN RECORDED MAIL TO: JOSEPH A GRACIDA C10 fir5b i1wiriCAh T016 5so tk;&'(C-G r- '?1 vd , %e 1 *0 C tb� SaCramQ.ti1o, (P G5uq ! Z10Ca4-->m048374 Recorded Official Records CountyBUTTEOf CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 09:00AN 10 -Aug -2004 REC FEE 10.00 TAX 79.20 Kathy Page 1 of 2 Above This Line for Recorder's Use Only A.P.N.: 028-470-013-0 0 �o/T File No.: 5703-1506381(JC) GRANT DEED a The Undersigned Grantor(s) Dedare(s): DOCUMENTARY TRANSFER TAX $79.20; CITY TRANSFER TAX $0.00; SURVEY MONUMENT FEE $none got computed on the consideration or full value of property conveyed, OR 3 computed on the consideration or full value less value of liens and/or encumbrances remaining at time of sale, xx unincorporated area;.. j 3 City of Oroville, and FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, MICK PERTZBORN, a married man as his sole and separate property who acquired title as an unmarried man and who is also known as Marcus Pertzborn hereby GRANTS to JOSEPH A GRACIDA, an unmarried man the following described property in the City of Oroville, County of Butte, State of California: PARCEL I: PARCEL 9, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 21, 1990, IN BOOK 121 OF MAPS, AT PAGE(S) 35 THRU 39. PARCEL II: A NON-EXCLUSIVE RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY PURPOSES OVER PARCELS 3 THRU 8, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 21, 1990, IN BOOK 121 OF MAPS, AT PAGE(S) 3S THRU 39. Dated: 08/03/2004 AMIZKP�EVTZ60RNAA BO MARCUS PERTZRN Mail Tax Statements To: SAME AS ABOVE NOTES RESIDENTIAL PERMIT N0. 028-470-013— _� _ _ t GRACIDA, JOSEPH + IRS 1 GREERTY RD, OROVILLE Cont: OWNER { NEW MH ON PERM FND i•I � THE HCD FORM 433A FOR THIS MH CANNOT BE RECORDED UNTIL ONE OF THE FOLLOWING HAS BEEN TURNED IN TO THE BUILDING DIVISION: (I) LICENSE PLATE(S) OR DECAL (THE.. " INSPECTOR MUST RETREIVE). (2) STATEMENT OF FACTS (ONLY ON NEW j < < MH'S) k INSPECTOR TO VERIFY SERIAL & LABEL #'S. fj c y i SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 0, c 17 ��5 G]L�j13 JOB FINALED (Date) Signature .�/✓� �� J=OK i 0 = Not OK . = NotReadyable 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. ectricity; Location-Clearances-Grnd-/ /Amp -Concrete 6/Gas; Location-Test-Wrapr; y /" L'ft. / P Nat. or/ /" 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 40ME INSTALLATION (Plans) OK except #'s 1. o g Requirement etb • ks-Easements 2 o ings; Size ing- arriage Line 3 as; MH T 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-TVoe-Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date T 1G / Card B-1 ( y Date Card B-1 Date Card B-1 Date Card B-1 Date PERM_ A ENT END SYSTEM (ONLY) 1 n� Requirements -Setbacks -Easements ings; Size -Spacing -Marriage Line 3 king as; M st-De nd-Valve ' .Q 2. • [ectricity; MH Test ater; N Al,tTest 7. and Sewer Connected as and Electricity Tagged zits 10. License Decals 11. Verify #'s with Office Date 11W.0p rd 11-1 .. Date Card B-1 Date and B-1 Date Card B-1 NA 1i't U 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 j POQL J.' Plans) OK except #'s etbacks-Easements (�( Y� Soils; Compaction -Structure Stability I 11 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 iDate Card B-1 Date Card B-1 1Date 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/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Date 15. Access & Ventilation 47. 16. Insulation 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. Date Fireplace Ties or Type A Flue -Fireplace Throat Clearance Card B-1 Date Card B-1 Date Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 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 59. Glazing Area -Glass Protection -Skylights -Plastic Date 60. Card B-1 Date Card B-1 Date 61. Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection Date 25. Elec. Receptacles Spacing -Lights & Switches at Doors Date 26. Size Boxes & No. of Conductors Stapled Date 27. Romex Installed Close to Edge of Studs & C.J. 64. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 65. 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 66. 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 67. 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes ❑ No 68. 32. Service -Riser Conductors & Ground Main Disconnect 69. 33. Equip. Clearances Panels-Motors-Mech. Equip. 70. 34. Clothes Closet Light -Shower Light -Spa Light 71. 35. Smoke Detector 72. Elec. Outlets at Wood Panel, Int. & Ext. Date Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance Card B-1 Date Card B-1 Date Elec. Outlets & Receptacles at Kit. Counter 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 Guard Rails & Deck Construction -Post Caps Card B-1 Date Card B-1 Date Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s _ 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes _ 83. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 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: BUTTE COUNTY DEPARTMENTpOF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAM (530)538-2140 WEBSITE: www.buttecounty.net\dds LICENSED CONTRACTORS DECLARATION I hereby affirm under penally of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Date: Contractor: 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).): W– 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.). ❑ 1am/Exempt and Vle of the y�1� 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 policy number are: Carrier: Policy jd' I 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 provisions. Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, 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.) Name: Address: PERMIT NO. BP043444 Issued Date: 12/16/2004 APN: 028-470-013-000 Site Address: 1951 GREERTY ROAD ORO Map Index: Description: NEW MH NEW SITE PERM FNDN (940) Owner: JOSEPH A GRACIDA 91 DICKERSON OROVILLE, CA 95966 530-799-0576 Applicant: JOSEPH A GRACIDA 91 DICKERSON OROVILLE, CA 95966 , 530-799-0576 Contractor: License #: Architect: Engineer: Total Square Ft: 940 S. F. Valuation: $61,100.00 Census Code: 66 This permit is here ued under the applicable provisions of the Botts County CodA ?nNor Resolutions to work indic bove er-whicji fees have been paid. By: Date: PERMIT EXPIRES ON: — �b 'O 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safely Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that'I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official fogn or document of Butte County. 1 hereby authorize representa3lives of Butte County to enter upon the above mentioned property for inspection purpos¢s. y j) A---1 Print Nam€ .rpsP41 If , 4- k041 -i/ t/ /! Date Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor '1 jLA-J a 1 �1133T BUTTE COUNTY o / 0 DEPARTMENT OF DEVELOPMENT SERVICES 0 0 BUILDING PERMIT APPLICATION 0 0 AND SUBMITTAL REQUIREMENTS 0 - 4.-- =• 0 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834 oo OFFICE #: (530) 538-7541 UN A FEE WILL BE REQUIRED AT TIME OFAPPLICATION **PLEASE PRINT CLEARLY** CONTRACTOR OWNER Address Last Name Zip Fir ame e— 1 Address 6 Zp City�1 Page to E-mail Date Approved: Pho Fax 'T-71 11,4- gag 70 -01 •a r'o � b CONTRACTOR Name Address City State Zip -Phone E-mail Lic. # Class APPLICANT NAME ARCHITECT/ENGINEER Name Addressq l 11' 0 � 4 16110p,16110p,Cite Address SSet� City Ph o$ `-7Gs State Zp Phone Page Fax E-mail Date Approved: State License Number APPLICANT NAME Name -5 O Q 0 A CL Addressq l 11' 0 � 4 16110p,16110p,Cite V ).0 It SSet� Z�%;� Ph o$ `-7Gs FCax� a 8 —LI 76-0/3--x' or offs a use o Zoning Flood Zone City oa-o SRA WORKER'S COMPENSATION No Occ. I TyKe Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. P`F�`. 3 F BIN # LOCATION AP# o!!!52—g•470-4—Dr3 Property ddress Sy G�t-E 1zTY City oa-o Cross Street ' WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY -{Mame Address n Description or Scope of Work: Sq. Footage j ❑ Structure Builf-wihout Permits ❑ Proposed Change of Occupancy (Note previous use): 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 fee will be 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 Ipermit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR SUBMITTAL REQUIREMENTS L, KAFORMSWILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Received by: Amount: lg Date: / --!Sheriff W SMIP Total KLV 7 -Z7 -U4 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division jea ply for a Re. it. IN SUBMITTALS WILL NOT BE ACCEPTED, ALL PLANS MUST BED IN INK Sit�an or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2.ns, 3 or4 sets, signed by the preparer of the plans (No graph pape Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stampecalculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Nor additions to mobile or modular homes.) 5. Statement of Intent fo n -heated and AIC for Non-Resid 6. Manufactured home • Aat ets'and installation i B) Marriag line infon, D Tie down an in du icate ❑ 7. Mia gs: (A) Metal Bldg --P la 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. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 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 (if required). ;J,__.� 12. Hazardous Material Form (for Commercial Buildings only). �M < Remaining items needed to issue the permit. Additional items may be required after Plan ibhevIc and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner }dor 43 's . If you haves stoons L� 4, o or -Would like additvonal i f r-{� C� Y ni'ation re amain this process,co tact a Permit 9 9 Application Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of app licat'on. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request,must beamadeS'withiri�two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING FORMS\BldgApplSUbRgmts.doc Page 2 of 2 REV 7.27.04 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 p OWNER (�.� I A.P. # PROPROSED� BUILDING USE ! 1 i DATE RECEIPT # DATE REC. 1. BUILDING PERMIT FEES --- Balance Due ..................... $ --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ I ��2. SCHOOL DISTRICT FEES ()VI) V f 1 (paid at School District Office) (form available after Plan Che ) 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) i 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 689.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) I 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) I Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ IZ'�d/O�I Sin Sq. Fig, Amt. J 10.OTHER r � / At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government 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) I 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 f1 OWNER \� r. C, � , A.P. # 0 �8_(f,( 7 v _ O 13 PROPROSED BUILDING USE DATE / / / O RECEIPT # DATE REC. 1. BUILDING PERMIT FEES --- Balance Due ..................... $ --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ ��2. SCHOOL DISTRICT FEES YI) V1 \I r . (paid at School District Office) (fomt available after Plan Chec�k�) t ' /01Z 3. SHERIFF FEES (paid at Building Division) ' Residential............ X $360.00 =$ Units Commercial (sq. ftg.).... X$0.03 = $ Sq.Ftg. P&'r. R 4. URBAN AREA FEE �i � �� Y (paid at Building Division) Residential (perum't)a... y = $ ic. o # Amt. Commercial (Sq. Ftg.).... X = $ r r 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) �(I 7. SRA FIRE INSPECTION AND PLAN CHECK FEE -$89:00 aid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) . NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X Zone # Units Amt. tJ Commercial (sq. ftg.) ......... X -�� Sq. Fig. f Amt � I . 10. OTHER S 1 �0 . At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during.the plan checking process. APPLICANT t DATE Pursuant to Government 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) 0", W School District A.P. Number Property Owner Property Location/Address • RUTTF COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM �44� (One form per Building) 2,- 0 Building Department No. Jurisdiction: city County {QC N Subdivision Lot No. Residential Development ............... . .......... ........... ........................................................... Sq. Footage No of Living Mobile Home Addition/ *Supplemental to (Giroup, 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 New Addition Building Department I District Identification No. 05018*.. School District certifies that Ir GreJz �'�-� i �� (Street Address), CA (City) i 4 1 has complied with the requirements of Resolution No. I representing U square feet. School 1 6 .1 Paid by Check; Remarks: Sq. Footage (including Exterior Roofed Areas) Date 6 d (Applicant) A (Phone Number) (State) (Zip Code) (00 )Q by payment of $ I ols JAB 2926 $ HFULL MMGATIO N - $ -N. (9 - Date Notice : You may protest the Imposition of do fen Identified above by submitting a written protest to the District. In compiler" wtth Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest vAll\pr*Mbti you from challenging the Imposition of the fen In any court action. 9, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District Is nod bythe appil 11 Local Planning Agency that this project Is being reviewed under the Caltlornia Environmental Quality Act (CEQA� dftp may be subjW to addItIlonall school fen to fully mft4W*.Ib Impact on the school districtle schooh. White (applicant), Yellow (building department), Pink (school district) \feeform.xis (10/03)4rnm 'H'"`.. t .. r.''t' • ,"v '. 11 �. , ...... .. , ti •.F . .*n ,r . •'7. ' `r`" -"'r'uyt-r. - .-.r'• ,..v1 ,, 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 OWNER�f /C�C1 ,� 1 A.P. # �� I PROPROSED BUILDING USE J�''�YY IocJ� DATE RECEIPT # DATE REC. 1. BUILDING PERMIT FEES --- Balance Due ..................... $ --- Additional Fees Due........ e --- Revised Plan Checking Fee.... $ 2. SCHOOL DISTRICT FEES 6Y' ki l Q (paid at School District Office) (forrp availa/11^ble aft P1atCh k+ 3. SHERIFF FEES (paid at Bui d' g Division) U1'Y 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 x_ 8& :00,aid 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. Ftg. Amt. 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed d ' g the pla hecking process. APPLICANT DATE Pursuant to Government 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) ,*rs•^`.--"`-1-....rn+7i.-,..,,•-Zr,,,.ELwr��+^'�..F"'tr--,wl..^^.°n—';}:-•+rte-w,,r.+`�-..--..�•..�-�,:, ti.,y_,r..;,.R,r..I`91.-,..-•�.vdv+»..w,v^.��-,,..r�^-.�,.�...�.-��....,..1.'At'�-.'•-«-'ii ti��.r'.,r-.; »;._�+---�.... ..--. 'may 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 OWNER �s/1i�� A.P. # "'� ' %J PROPROSED BUILDING USE J "'`�`� �s't DATE ' ! RECEIPT # DATE REC. 1. BUILDING PERMIT FEES --- Balance Due ..................... $ --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ [ 4 2. SCHOOL DISTRICT FEES �� , 4 r�i' V t�. �•....� (paid at School District Office) (forrri available after Plan„Check) „: b 3. SHERIFF FEES (paid at Build�u' g 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 = $ xri # Units Amt. Commercial (Sq. Ftg.).... X = $ ^.4 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' S CTION AND PLAN CHECK FEE ` 0$89:0D►(paid at Building Division) CN q_.6 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. Ftg. Amt. 10. OTHER t At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan,checking process. APPLICANT: _ DATE `% Pursuant to Government 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 '4' (rev. 2/2003) l��wy�t✓'r" -r"�._-y'V.�F�'v-r"t`("4.nv�3^-^.,.-f'� •'.-...vim- ....-..,-...-..v.+ -- r �-..•.--.- ....: -w.+---....,..�,i.:�_,d�-.,�D��' �.. n. �� l ' . .... .- w- w-`- �. ^C�y _ COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION. " 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET /` OWNER: .� ASSESSOR PARCEL NUMBER i'� v v ` • Proposed Building Use: ) }^M ounter chnician: / Date: d Items required in order to apply for a permif. All boxes MUS be checked OR marked NA in order tojpply. -p 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, ❑ 8. Manufactured homes:Vata sheets and installation inst,-(..Marriage line info, (,Floor Plan; -(t7) Tie down or fnd plans, all in 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 ,0 ' 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 clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ 20. Erosion Control Plan Required........................................................................ ........ 21. Fees as shown on the attached Schedule of Fees Due Sheet ........ :..................... f 2-/6rGr (��! 1 ❑/ 22. City of Chico Plumbing permit........................................................................ ;4 23. California Department of Forestry plan approval -J�?Oaid. Sent by: ............. 24. Planning approval (A) Use: jo)L(B)Parking: (C) Parcel Check: ❑ -25. Contact Land Development about _ Improvements, _ Drainage.......................... X26. NPDES Form............................................................................................. 27. Encroachment Permit for driveway from the Public Works Dept ........................... 4.O28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑� 30. Worker's Compensation Carrier and Policy Number...` ................................... Yl 31. Owner -Builder Verification (liven to owner, _Mailed to owner) ..................... O / 32. Letter of Signature authorization ............................ °' .:........................ `.: . 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance .............................. ............................... ❑ '35. Existing violations and/or expired permits...............................................:......... ❑ 36. De'Vestriction......................................................................................... ' ❑ 37. �rant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38�Other: ❑ 39. Other: When issued Telephone and hold for pickup. I have been informed of the above items and req Aements for obtaining a building permit. Applicant: Date: �®� 1. Index, it appG ation for the ms numbered: Plan Check Letter e �1�� 2. Additional items required9 1(o • VCS• `7053 Contractor, designer, owner, a sed of the above data by phone, ❑ mail, ❑ counter, by KHr- Date: 12 • 16 04- Contractor, 4Contractor, designer, ow er, was advised of the abov, da by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: L Ey "In Plans approved by: 0iz' { Date: It// Structural reviewed by: Date: Structural approved bye Date: Note transfer by: Date: t L S a.-, Yellow: Building Division X716 IL05r• 1A5-3 N N Av SSV. A, 2 ; /s' IL/"f�,gy E.H. us� Plot Plan Attached "a Floor Plan Attanchad-j_* Sent to 8.0. T0: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance A/ It 46 4, JAE464rs �,?-7 Owner Location' , AP# Plan Approved for: Sewage Disposal wl- Water Supply: Public Private Well Clearance for w,"dwelling. Other c,1 A,6 -,J Hold final for: Final clearance O.K. for: NOTE: Environment I Heal ZSpecialist- Date 8/96 �i`6� 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 .. —j OWNER IV/1 ( 1— A. P. # �� I PROPROSED BUILDING USE ��yyvYV DATE T6Ei RECEIPT # DATE REC. 1. BUILDING PERMIT FEES --- Balance Due ..................... $ --- Additional Fees Due........... $ i --- Revised Plan Checking Fee.... $ 2. SCHOOL DISTRICT FEES ► r (paid at School District Office) (forrgt avail aaftQr Pla Chac 3. SHERIFF FEES (paid at Bui d' g 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. Ftg. Amt. 5. RECREATION DISTRICT:FEES (paid at Recreation District Office) (form•available.after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES ^L$510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CH CK FEE aid at BuildingDivision _ 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. Amt. 10. OTHER i At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed d ' g the pla he king process. APPLICANT' ' as/ DATE Pursuant to Government 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) Attention Property Owner: 'An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provid a major labor and material for construction of this proposed Mrimprovement: YES ] NO[2. ] HAVE NO ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: 5. NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME SIGNED: ADDRESS PHONE TYPE OF WORK PROPERTY 0 DATE: NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11/4/2004 Butte County Department of Development Services ADMINISTRATION' BUILDING' GIS' PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538.7541 Telephone (530) 538.2140 Facsimile Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. MicVael C. Vieirl C.B.O. Ma ager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. p�QPRTM�T �.c� TT�0 ° C / < o c G O, 11�CI� O �5 Department .0 o u n t J. Michael Crump, Director Public f B u t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE1 Project Description: Project Location and/or Parcel Number: 4��11� By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed:I r Q/ Title: Date: T� Less than I Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 RECORDING REQUESTED BY: !l f AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION I 7 COUNTY CENTER DRIVE OROVILLE CA 95965 f COPY of Document Recorded 20 -Jul -2006 2006-0037173 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 1 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 constrictive notice as to its contents to all persons thereafter dealing with the real property. I JOSEPH A. GRACIDA BUTTE COUNTY BUILDING DIVISION REAL PROPERTY OWNER/LESSOR - LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 91 DICKERSON 7 COUNTY CENTER DRIVE MAILING ADDRESS . MAILING ADDRESS OROVILLE BUTTE CA 95966 CITY 4 COUNTY STATE ZIP 1951 GREETY RD. INSTALLATION MAILING ADDRESS, IF DIFFERENT OROVILLE BUTTE CA 95966 CITY COUNTY STATE ZIP SAME UNIT OWNER (iralso propeny owner, write "SAME") SAME I MAILING ADDRESS SAME I CITY I COUNTY STATE ZIP UNIT DESCRIPTION OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 04-3444 530 538-7541 BUI MG PERMIT NO TELEPHONE NU�4BER Q Os SIG URE OF LOCALPPENCY OFFICIAL DA NONE DEALER NAME (if not a dealer sale, unite "NONE") NONE DEALER LICENSE NO FLEETWOOD HOMES 2002 3403B MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMElNUMBER 27917A/13 40'X 24' PFS872423/4 SERIAL NUM BER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER 028-470-013 V SEE ATTACHED RECORDING REQUESTED BY First American Title Company AND WHEN RECORDED MAIL TO: JOSEPH A GRACIDA CIU fiv5b )gwy-ic6lh TI41 15 cD i- Vm-b(,r ':b1 vd , She 14-0 (,t tbL Sae.faryk-K-ko, C14 q'Cug1 A.P.N.: 028-470-013-0 2PJ04 —Q1 Qs4-F 374 - Recorded Official Records Countl Of BUTCANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 09:00AM 10 -Aug -2004 REC FEE 10.00 TAX 79.20 Kathy Page 1 of 2 space Above This Line for Recorders Use Only C> ACIT File No.: 5703-1506381(JC) GRANT DEED a The Undersigned Grantor(s) Declare(s): DOCUMENTARY TRANSFER TAX $79.20; CITY TRANSFER TAX $0.00; {d� SURVEY MONUMENT FEE $none t xx computed on the consideration or full value of property conveyed, OR 3 computed on the consideration or full value less value of liens and/or encumbrances remaining at time of sale, f rot I unincorporated area;.. I ) City of Oroville, and FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, MICK PERTZBORN, a married man as his sole and separate property who acquired title as an unmarried man and who is also known as'Marcus Pertzborn hereby GRANTS to JOSEPH A GRACIDA, an unmarried man the following described property in the City of Oroviile, County of Butte, State of California: PARCEL I: PARCEL 9, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 21,1990, IN BOOK 121 OF MAPS, AT PAGE(S) 35 THRU 39. PARCEL II: A NON-EXCLUSIVE RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY PURPOSES OVER PARCELS 3 THRU 8, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 21, 1990, IN BOOK 121 OF MAPS, AT PAGE(S) 35 THRU 39. Dated: 08/03/2004 NU PERT ORN LOA MARCUS PERTZBORN Mal Tax Statements To: SAME AS ABOVE i . 1 Y I BUILDING PERMIT NUMBER: 04-3444 Address or location of unit: 1951 GREETY RD., OROVILLE CA Legal Description of Real Property: AP#: 028-470-013 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: JOSEPH A. G.RACIDA Owner's address: 91 DICKERSON OROVILLE, CA 95966 INSIGNIA OR HUD NUMBER: PFS872423/4 SERIAL NUMBER OR V.I.N.: 27917A/B MANUFACTURER'S NAME: FLEETWOOD YEAR: 2002 OFFICIAL APPROVING INSTALLATION- at DATE: 7v PHONE: (530) 538-7541 H.C.D. 513C RECORDING REQUESTED BY First American Title Company AND WHEN RECORDED MAIL TO: JOSEPH A GRACIDA 0o rir5b ]gh'}Q-ir%(Ah Tile 550 fkcr(xr -i> C1, %e 14-() WtbL SC E ram.ILko, (P q S� l 2®iQy4--�04�37'4 Recorded OfficialRecords CountBUTT? CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 09:00AM 10—Aug-2004 REC FEE 10.00 TAX 79.20 Kathy Page I of 2 Above This Line for Recorder's Use Only A.P.N.: 028-470-013-0 a,2D/7- File No.: 5703-1506381(JC) GRANT DEED a The Undersigned Grantor(s) Declare(s): DOCUMENTARY TRANSFER TAX $79.20; CITY TRANSFER TAX $0.00; d SURVEY MONUMENT FEE $none xx ] computed on the consideration or full value of property conveyed, OR j 1 computed on the consideration or full value less value of liens and/or encumbrances remaining at time of sale, xx I unincorporated area;, ( I City of Oroville, and FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, MICK PERTZBORN, a married man as his sole and separate property who acquired title as an unmarried man and who is also known as Marcus Pert:zborn hereby GRANTS to JOSEPH A GRACIDA, an unmarried man the following described property in the City of Oroville, County of Butte, State of California: PARCEL I: PARCEL 9, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 21, 1990, IN BOOK 121 OF MAPS, AT PAGE(S) 35 THRU 39. PARCEL II: A NON-EXCLUSIVE RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY PURPOSES OVER PARCELS 3 THRU 8, AS SHOWN ON THAT CERTAIN PARCEL: MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 21, 1990, IN BOOK 121 OF MAPS, AT PAGE(S) 35 THRU 39. Dated: _ 08/03/2004 MI K PERT42IMN &A MARCUS PERTZBORN Mail Tax Statements To: SAME AS ABOVE A B i� A.P,N.: 028-470-013-0' File No.: 5703-1506381(IC) 1 STATE OF 41)11 L } )ss' COUNTY OF } On 1 before me, ekQ U04o personally appeared personally known to me (or p ved me on the basis of saVaclgry 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(les) and that his/her/their signature(s) on the instrument the person(s) or the entity upon behalf of wW(;,h the person(s) acted, executed the instrument. and of%¢ial sea). This area for official / notarial seal Sherri L. Youngmark 411-i COMM. "� COMM. # 13'9244 (� ;z •c �' wOrlL2Y p;i9l.K; a Cau. ORMA My CornmiLo Expir 7 ` f �- '�oLo COUNTY Comm. Exp. SEPT. 27,200! Notary Name ) Notary Registration Number:�V I'S R1r,9 Notary Phone: 3U- / " c32 e Z County of Principal Place of Business: Page 2 RECORDING REQUESTED BY First American Title Company AND WHEN RECORDED MAIL TO: MICK PERTZBORN 3950 ORODAM BLVD OROVILLE, CA 95966 A.P.N.: 028-470-013-0 COMFIEp TO BE A "ROE AN) Pr OF THE pgONAL CO R RICAN TITLE CO. Space Above This Line for Recorder's Use Only File No.: 5703-1506381 (IC) DEED OF TRUST AND ASSIGNMENT OF RENTS • (Short Form) THIS DEED OF TRUST, made this July 29, 2004, between TRUSTOR: JOSEPH A GRACIDA, an unmarried man whose address is TRUSTEE: First American Title Company, a California Corporation and BENEFICIARY: MICK PERTZBORN, a married man as his sole and separate property Witnesseth: That Trustor IRREVOCABLY GRANTS, TRANSFERS AND ASSIGNS to TRUSTEE IN TRUST, WITH POWER OF SALE, that property in the City of Oroville, Butte County, State of California, described as: PARCEL I: PARCEL 9, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 21, 1990, IN BOOK 121 OF MAPS, AT PAGE(S) 35 THRU 39. PARCEL II: A NON-EXCLUSIVE RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY PURPOSES OVER PARCELS 3 THRU 8, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 21, 1990, IN BOOK 121 OF MAPS, AT PAGE(S) 35 THRU 39. TOGETHER WITH the rents, issues, and profits thereof, SUBJECT, HOWEVER, to the right, power and authority given to and conferred upon Beneficiary by paragraph 10 of the provisions, incorporated by reference, to collect and apply such rents, issues and profits. FOR THE PURPOSE OF SECURING: 1. Performance of each agreement of Trustor, incorporated by reference or contained herein. 2. Payment of the indebtedness evidenced by one Promissory Note of even date herewith, and any extension or renewal thereof, in the principal sum of $40,000.00 executed by Trustor in favor of Beneficiary or order. 3. Payment of such further sums as the then record Owner of said property hereafter may borrow from Beneficiary, when evidenced by another Note (or Notes) reciting it is so secured. TO PROTECT THE SECURITY OF THIS DEED OF TRUST, TRUSTOR AGREES: By the execution and delivery of this Deed of Trust and the Note secured hereby, that provisions (1) to (14), inclusive, of the fictitious deed of trust recorded in Santa Barbara County and Sonoma County on October 18, 1961, and in all other counties on October 23, 1961, in the book and page of the Official Records in the office of the county recorder of the county where said property :s located, noted below and opposite the name of such county, viz: Page 1 of A.P.N. 028-470-013-0 Deed of Trust July 30, 2004 and Assignment of Rents (Short Forth) - continued File No.: 5703-1S06.381(JC) County 5495 PPM County 1495 Em county 1995 lie Shu= amk lie S4SIII0C 199k EM Alameda 435 684 Imperial 1091 501 Merced 1547 538 San Benito 271 383 Siskiyou 468 181 Alpine 1 250 Inyo 147 598 Modoc 184 851 San Bernadino 5567 61 Solano 1105 182 Amador 104 348 Kern 3427 60 Mono 52 429 San Francisco A332 905 Sonoma 1851 689 Butte 1145 1 Kings 792 833 Monterey 2194 538 San Joaquin 2470 311 Stanislaus 1715 456 Calaveras 145 152 Lake 362 39 Napa 639 86 San Luis Obispo 1151 12 Sutter 572 297 Colusa 2% 617 Lassen 171 471 Nevada 305 320 San Mateo 4078 420 Tehama 401 289 Contra Costa 3978 47 Los Angeles T2055 899 Orange 5889 611 Santa Barbara 1878 860 Trinity 93 366 Del Norte 78 414 Madera 810 170 Placer 895 301 Sar>ta Clara 5336 01 Tulare 2294 275 EI Dorado 568 456 Marin 1508 339 Plumas 151 5 Santa Cha 1431 494 Tuolumne 135 47 Fresno 4626 572 Mariposa 77 292 Riverside 3005 523 Shasta 684 528 Venutra 2062 386 Glenn 422 184 Mendocino 579 530 Sacramento 4331 62 Sierra 29 335 Yob 653 245 Humboldt 657 527 San Diego Series 2 Book 1961, Page 183887 Yuba 334 486 (which provisions, identical in all counties, are printed below) hereby are adopted and incorporated herein and made a part hereof as fully as though set forth herein at length; that he will observe and perform said provisions; and that the references to property, obligations, and parties in said provisions shall be construed to refer to the property, obligations, and parties set forth in this Deed of Trust In accordance with Section 2914b, Civil Code,. request is hereby made that a copy of any Notice of Default and a copy of any Notice of Sale be mailed to Trustor at Trustor's address hereinbefore set forth, or if none shown, to Trustor at property address. NOTICE: A COPY OF ANY NOTICE OF DEFAULT AND OF ANY NOTICE OF SALE WILL BE SENT ONLY TO THE ADDRESS CONTAINED IN THIS RECORDED REQUEST. IF YOUR ADDRESS CHANGES, A NEW REQUEST MUST 8E RECORDED. If the Trustor/Grantor shall sell, convey or alienate said property, or any part thereof, or any interest therein, or shall be divested of his title or any interest therein in any manner or way, whether voluntarily or involuntarily, without the written consent of the Beneficiary being first had and obtained, Beneficiary shall have the right, at its option, except as prohibited by law, to declare any indebtedness or obligations secured hereby, irrespective of the maturity date specified in any Note evidencing the same, immediately due and payable. Dated: July 29, 2004 Signature of Trustor(s) '.JOSEPH A GRACIDA Page 2 of 5 A.P.N. 028-470-033-0 Deed of That July 30, 2004 and Assignment of Rents (Short Form) - continued File No.: 5703-1506381(3C) STATE OF '�Iq } )ss. COUNTY OF } On before me, personally appeared J( L n 4.' 6=0 /',Cru ; 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 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 anc�official seal. This area for offidal notarial seal Signature / J � /� /L COMM. :299239 �,•.� ' :NCTARY =!!BLG,AL:FC RNIA u�4rrYLQ C'— My Commission Epires T-� G \^ COMM. =(P. APRIL I. 2CL`J Notary Name: Notary Phone: Notary Registration Number: County of Principal Place of Business: Page 3 of 5 G4 A.P.N. 028-470-013-0 Deed of Trust July 30, 2004 and Assignment of Rents (Short Forth) - continued File No.: 3703-LS06381(3C) DO NOT RECORD The following is a copy of provisions (1) to (14), inclusive, of the fictitious Deed Of Trust, recorded in each county in California, as stated in the foregoing Deed of Trust and incorporated by reference in said Deed of Trust as being a part thereof as if set forth at length therein. TO PROTECT THE SECURITY OF THIS DEED OF TRUST, TRUSTOR AGREES: (1) To keep said property in good condition and repair; not to remove or demolish arty building thereon; to complete or restore promptly and in good and workmanlike manner any building which may be constructed, damaged or destroyed thereon, and to pay when due all claims for labor performed and materials fumished therefore; to comply with all laws affecting said property or requiring any atteratiens or improvements to be made thereon; not to commit or permit waste thereof; not to commit, suffer or permit any art upon said property in violation of law; to cultivate, irrigate, fertilize, fumigate, prune and do all other acts which from the character or use of said property may be reasonably necessary, the specific enumerations herein not excluding the general. (2) To provide, maintain and deliver to Beneficiary fire insurance satisfactory to and with loss payable to Beneficiary. The amount collected under any fire or other assurance policy may be applied by Beneficiary upon indebtedness secured hereby and in such order as Beneficiary may determine, or at option of Beneficiary the entire amount so collected or any part thereof may be released to Trustor. Such application or release shall not cure or waive any default or notice of default hereunder or invalidate any act done pursuant to such notice. (3) To appear in and defend any action or proceeding purporting to affect the security hereof or the rights or powers of Beneficiary or Trustee; and to pay all costs and expenses, including cost of evidence of title and attorneys' fees in a reasonable sum, in any such action or proceeding in which Beneflaary or Trustee may appear, and in arty suit brought by Beneficiary to foreclose this Deed. (4) To pay: at least ten days before delinquency, all taxes and assessments affecting said property, including assessments on appurtenant water stoat; wren due, all encumbrances, charges and Piens, with interest, on said property or any part thereof, which appear to be prior or superior hereto; all costs, fees and expenses of this Trust. Should Trustor fail to make any payment or to do any act as herein provided, then Beneficiary or Trustee, but without obligation so to do and without notice to or demand upon Trustor and without releasing Trustor from any obligation hereof, may: make or do the same in such manner and to such extent as either may deem necessary to protea the security hereof, Beneficiary or Trustee being authorized to enter upon said property for such purposes; appear in and defend'any action or Proceeding purporting to affect the security hereof or the ripAts or powers of Beneficiary or Trustee; pay, purchase, contest or compromise any encumbrance, charge or lien which in the judgment of either appears to be prior or superior hereto; and, in exercising any such powers, pay necessary expenses, employ counsel and pay his reasonable fees. (5) To pay immediately and without demand all sums so expended by Beneficiary or Trustee, with interest from date of expenditure at the rate called for in the note secured hereby, or at the amount allowed by law at date of expenditure, whichever is greater, and to pay for any statement provided for by law in effect at the date hereof regarding the obligation secured hereby any amount demanded by the Beneficiary not to exceed the maximum allowed by law at the time when said statement is demanded. (6) That any award of damages in connection with any condemnation for public use of or injury to said property or any part thereof is hereby assigned and shall be paid to Beneficiary who may apply or release such moneys received by him in this same manner and with the same effect as above provided for disposition of proceeds of fire or other insurance. (7) That by accepting payment of any sum secured hereby after its due date, Beneficiary does not waive his right either to require promot payment when due of all other sums so seared or to declare default for failure so to pay. (8) That at arty time or from time to time, without liability therefore and without notice, upon written request of Beneficiary and presentation of this Deed of Test and said note for endorsement, and without affecting the personal liability of any person for payment of the indebtedness secured hereby, Trustee may: reconvey any part of said property; consent to the making of any map or plat thereof; ;oin in granting any easement thereon; or join in any extension agreement or anv agreement subordinating the lien or charge hereof. (9) That upon written request of Beneficiary stating that all sums secured hereby have been paid, and upon surrender of this Deed of Trust and said Note to Trustee for cancellation and retention and upon payment of its fees, Trustee snail reconvey, without warranty, the property then held hereunder. The recitals in such reconsvevance of any matters or facts shall be conclusive proof of the truthfulness thereof. The Grantee is such reconveyance may be described as "the person or persons iegaily entitled thereto.' Five years after issuance of such full reconveyance, Trustee may destroy said Note aria this Deed of Test (unless directed in such request to retain them.) (10) That as additional security, Trustor hereby gives to and confers upon Beneficiary the right, power and authority, during the continuance of these Trusts, to collect the rents, issues and profits of said property, reserving unto Trustor time right, prior to any default by Trustor in payment of any indebtedness secured hereby or ;n performance of any agreement hereunder, to collect and retain such rents, issues and profits as they become due and payable. Upon any such default, Beneficiary may at any time without notice, either in person, by agent, or by a receiver to be appointed by a court, and without regard to the adequacy of any security for the indebtedness he e hereby secured, enter upon and take possession of said property or any part thereof, :n his own name sue for or otherwise collect such rents, issues and profits, including those past due and unpaid, and apply the same, less costs and expenses of oceration and collection. including reasonable attorneys' fees, upon any indebtedness secured hereoy, and in such order as Beneficiary may determine. The entering upon and taking possession of sad property, the collection of such rents, issues and profits and the application thereof as aforesaid, shall not cure or waive any default or notice of default hereunder or invalidate any act pursuant to such notice. (11) That upon default by Trustor in payment of any indebtedness seared hereby or in performance of any agreement hereunder, Beneficiary may declare all sums seared hereby immediately due aria payable by delivery to Trustee of written declaration of default and demand for sale and of wrimn notice of default and of election to cause to be sold said prooerty, which notice Trustee shall cause to be filed for record. Beneficiary also shall deposit with Trustee this Deed of Trust, said Note(s) and all documents evidencing expenditures secured hereby. After the lapse of such time as may then be required by law following the recordation of said notice of default, and notice of sale having been given as then required by law, Trustee, without demand on Trustor, shall sell said property at the time and place fixed by it in said notice of sale, either as a whole or in separate parcels, and in such order as it may determine, at public auction to the highest bidder for cash in lawful money of the United States, payable at time of sale. Trustee may postpone sale of all or any portion of said property by public announcement at such time and place of tale, and from time to time thereafter may postpone such sale by public announcement at the time fixed by the preceding postponement. Trustee shall deliver to such ourcnaser its deed conveying the property So sold, but without any covenant or warranty, express or implied. The recitals in such deed of matters or fans shall be concifsrve oroof of the truthfulness thereof. Any person, including Trustor, Trustee, or Beneficiary as hereinafter defined, may purchase at such sale. After deducting all costs, fees and expenses of Trustee and of this Trust including cost of evidence of title in connection with sale, Trustee shall appy the proceeds of sale to payment of: all sums expended under the terms hereof, not then repaid, with accrued interest at the amount allowed by law in effect at the date hereof; all other sums then secured hereby; and the remainder, if any, to the persons or persons legally entitled thereto. (12) Beneficiary, or any successor in ownership of any indebtedness secured hereby may, from time to time, by instrument in writing, substitute a successor or successors to any Trustee named herein or acting hereunder, which instrument, executed by the Senefciary and duly acknowledged and recorded in the office of the recorder of the county or counties where said property is situated, shail be conclusive proof of proper substitution of such successor Trustee or Trustees, who shall, without conveyance from the Trustee Predecessor, succeed to all its title, estate, rights, powers and duties, most contain the name of the original TnMr, Trustee and Beneficiary hereunder, the book and page where this Deed of Test is recorded and the name and address of the new Trustee. (13) That this Deed of Trust applies to, insures to the benefit of, and binds all parties hereto, their heirs, legatees, devisees, administrators, executors, successors and assigns. The term Beneficiary shall mean the owner and holder, including pledgees, of the Note secured hereby, whether or not named as Beneficiary herein. In this Deed of Trust, 'whenever the context so required, the masculine gender includes :he feminine and/or neuter, and the singular number inclucles the plural. (14) That Trustee accepts this Trust when this Deed of Test, duty executed and acknowledged, is made a publicrecord as provided by law. Trustee is not obligated to notify any patty hereto of pending sale under any other Deed cf Trust or of arty action or proceeding in which Trustor, Beneficiary or Trustee shall be party unless brought by Trustee. Page 4 of 5 4 1 r A.P.N. 028-470-013-0 Deed of Trust July 30, 2004 and Assignment of Rents (Short Foran) - continued File No.: 5703-1506.361(IC) ----------------------------------=------------DO NOT RECORD -------------- REQUEST FOR FULL RECONVEYANCE To be used only when note has been paid. To: Frst American Title Company, a California Corporation, Trustee Dated: The undersigned is the legal owner and holder of all indebtedness secured by the within Deed of Trust. All sums secured by said Deed of Trust have been fully paid and satisfied; and you are hereby requested and directed, on payment to you of any sums owing to you under the terms of said Deed of Trust, to cancel all evidences of indebtedness, secured by said Deed of Trust, delivered to you herewith lagether with said Deed of Trust, to reconvey, without warranty, to the parties designated by the terms of said Deed of Trust, the estate now held by you under the same. Mail Reconveyance to: d By By Do not lose or destroy this Deed of Trust OR THE NOTE which it secures. Both must be delivered to the Trustee for cancellation before reconveyance will be made. Short Form DEED OF TRUST FIRST AMERICAN TITLE COMPANY, A CALIFORNIA CORPOR*nON WITH POWER OF SALE INDMDUAL Page 5 of 5 DO NOT DESTROY THIS NOTE.• When paid, this Note and the Deed of Trust securing same, must be surrendered to Trustee for cancellation and retention before reconveyance of the Deed of Trust will be made. I I INSTALLMENT NOTE i (INTEREST ONLY PAYMENTS) $40,000.00 July 29, 2004 File No. 5703-1506381 For value received, all of the undersigned (collectively referred to as "Maker"), jointly and severally promise to pay to MICK PERTZBORN, a married man, as his sole and separate property or order ("Holder"), at 3950 ORODAM BLVD, OROVILLE, CA 95966 or as directed otherwise in writing by Holder, the principal sum of forty thousand Dollars ($40,000.00), with interest from the 10th day of August, 2004 on the amounts of principal remaining from time to time unpaid, until said principal sum is paid in full, at the rate of EIGHT per cent (8.0%) per annum, payal3le in monthly installments equal to interest only or more commencing on the 10th day of each and every Month, beginning on the 10th day of September, 2004, and continuing until the 10th day of August, 2014, at which time the entire unpaid principal and any accrued interest is all due and payable in full. I If the Maker shall sell, convey or alienate the property as described in the Deed of Trust (defined below), or any part thereof, or any interest therein, or shall be divested of his title or any interest therein in any manner or way, whether voluntarily or involuntarily, without the written consent of the Holder being first had and obtained, Holder shall have the right, at its option, except as prohibited by law, to declare any indebtedness or obligations secured hereby, irrespective of the maturity date specified in any Note evidencing the same, immediately due and payable. f If payment of any portion of the installments as herein set forth is delinquent more than 10 days, the payee may, at his sole option, assess a late charge of 10% of each installment so delinquent. If this Note requires a balloon payment, this Note may be subject to California Civil Code Section 2966 which provides that the Holder of this Note shall give written notice to the Maker as the trustor of the Deed of Trust, or his/her successor in interest, of prescribed information at least ninety (90) and not more than one hundred and fifty (150) days before any balloon payment is due. All payments under this Note shall be made in lawful money of the United States of America. Payments shall be credited first against any costs or expenses due under this Note, then to accrued interest, and finally to principal. The principal amount of this Note may be prepaid, in whole or in part, at any time without penalty, in which event, interest shall cease to accrue on the portion of the principal so prepaid. Should any amount under this Note not be paid when due, then all remaining principal and accrued interest shall become immediately due and payable at the. option of Holder. In no event shall the interest rate charged under this Note exceed the maximum rate permitted under applicable law. Continued on Page 2 Page 1 INSTALLMENT NOTE SECURED BY DEED OF TRUST Continued from Page 1 INSTALLMENT NOTE (INTEREST ONLY PAYMENTS) $40,000.00 July 29, 2004 File No. 5703-IS06381 Should suit on this Note or foreclosure of the Deed of Trust (defined below) be commenced, Maker agrees to pay the costs of foreclosure and such additional sums as a court may adjudge reasonable as attorneys fees in any suit. This Note shall be construed in accordance with the laws of the State of California. Any alteration, change or modification of or to this Note, in order to become effective, shall be made by written instrument executed by both Maker and Holder. This Note is secured by a deed of trust of even date herewith to First American, Title Company, as trustee ("Deed Of Trust"). THIS IS A LEGAL DOCUMENT. PLEASE READ IT CAREFULLY. IT IS RECOMMENDED THAT YOU CONSULT YOUR LEGAL COUNSEL BEFORE EXECUTING OR ACCEPTING THIS DOCUMENT. "Maker" JOSE H A 6RACIDA Page 2 INSTALLMENT NOTE SECURED BY DEED OF TRUST AND WHEN RECORDED MAIL TO: r BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 BUTTE COUNTY JAN 10 2005 DEVELOPMENT SERVICES 2004-0074566 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 10:39AM 07 -Dec -2004 REC FEE 10.00 CONFORM 1.00 Kathyh Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT 2 Section 26-8 of the Butte County Code required 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: ` ,e A',4 i4, 4,X Date ���4e-`0 PROP RTY OWNERS: f C� y� 0 State of California County of Ou7* On J;1 -61 before me, personally appeared �O_S�al, .4 , e-J2Ae--idg 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. Signature Seal: RICHARD FEUERSTEIN ;-- Commission 111299529 � , , ` n a- Notary Public-Califomia � /� v Butte County A. P. # 0.2�'' ��� mal " 0 My Comm. ExpyAPR�13,0000055* the following'described property in the City of Oroville, County of. Butte,. State of California: PARCEL I: PARCEL 9, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER.OF THE COUNTY.OF. BUTTE, STATE OF CALIFORNIA, ON DECEMBER 21, 1990,.IN BOOK 121 OF MAPS, AT PAGE(S)' 35 THRU 39. PARCEL II: A NON-EXCLUSIVE RIGHT OF WAY. FOR ROAD AND PUBLIC UTILITY PURPOSES OVER PARCELS 3 THRU 8,. AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 21, 1990, IN BO()K 121 OF MAPS, AT PAGE(S) 35 THRU 3-9 4 Building Permit Number: oLf. . 3y yy Owner Name: qAA G/ La. Residential Construction Requirements ENIPORTANT 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 ti 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. Page 2of 2 Building Permit Number: VY - 3wyly 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 structuresAad equipment including o rhangs shall be clear of all easements. A setback of � feet from the side ands-rlfeet 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. r_ 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. It CDF FIRE SAFE REQUIREMENTS AP# _PERMIT # O _ NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [X] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail -ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the land owner. Drivewav Standards (X] 1273.02 Surface. All driveway surfaces and structures 1273.07 (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. [X] 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [X] 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. [X] 2. the length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [X] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [X] 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. 1273.11 Gates [X] 1. Gate entrances shall be at least two feet wider than the roadway it serves. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. CDF FIRE SAFE REQUIREMENTS AP# PERMIT # NAME 'V; Fuel Modification 1276.01 Setback for Structure Defensible Space 1. All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [) 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See other requirements below. [X) 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. Other Requirements [ ] If Building Setback is 15 to 30 Feet: Class A or B roof Enclosed Eaves If Building Setback is Less Than 15 Feet — CI_ass_A or B roof with enclosed Eaves and: Choose any 2 of the following: - Metal or no doors on side toward property line with insufficient setback - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 10% of wall area toward property line with insufficient setback - Siding from the following list: Stucco — 3 coat Hardi-Board or Plank Masonry Masonry Veneer Metal Other Butte county Fire Department approved materials 12 /2 p Date Sig ature 0 .Vector Dynamics S Foundation System INSTALLATION INSTRUCTIONS for the State of California Version 9/2/2003 SECTION INTRODUCTION GENERAL INSTALLATION PARTS LIST LONGITUDINAL DEVICES PIER HEIGHTS SET-UP INSTRUCTIONS:' FOOTER SIZES WIND ZONE I WIND ZONE II INDEX PAGE RELEASE NUMBER DATE -2 9/2/03 • 3 9/2/03 4 & 5 9/2/03 6 9/2/03 7 9/2/03- /2/038 8 9/2/03 - SINGLE 9 9/2/03 - DOUBLE 10 9/2/03 - TRIPLE 11 9/2/03 - HIGH PIER 12 9/2/03 - SINGLE 13 9/2/03 - DOUBLE 14 9/2/03 - TRIPLE 15 9/2/03 V -DRIVE & PIER SYSTEMS 16 9/2/03 SOIL CLASSIFICATION 17 9/2/03 CONCRETE INSTALLATION It 18 & 19 9/2/03 COMPONENT PARTS AVAILABLE UPON REQUEST ' 1 '11 nROC in') noC Approval �[AItOFAC'I9R'8D IIOMBMOB3A 10pyf; FOUMDATION SYSnU SAWS AM SAF87Y CODE. MCBM Ian AI TYAM t omCOR116c 100 A'MtOVAL ROBS MWAVTSORIEQ OR A?ftOVN A DMINIONS OR DBVIATION FROM RegWRB IRM APPLICAKA STAIN LAWS AND RHOUX AT M G oft" aresubmb Nd Car www v4vdw d CUM AND p'AWDA1Oi / ,04-,A444 �G�,�r'a -j Ara q ���.11.11V 1 BUILDING DEPARTMEW 4PPRVES • 103 Go Iq 0 N 0 O) O Y Tie Down Engineering, Inc. ;• VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS • t fiction 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. Pa e 2 s 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 flowing beneath the home. g or FOOTINGS The Vector Dynamics Foundation System was designed o beplaced directly concrete) after clearing all loose vegetation. In areas with frost heave, use Vector fordPour round Concrete (seeed 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. ERME To cut PVC or lumber (2 - 2x4's,1 UMBEoR jM0 uStableEteeT omm� e S onELD for th center compression section,when using concrete blocks for piers, measure center torcenter frame (I -b aper Vector system)m) dise 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 �e ie u osee ass oss: Vector Dynamics =� Foundation Systems Lateral Component Parts List a 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 9/2/03 066^c199 nFF'! 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 N 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 J 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 Combine Vector _ or Dynamics I. Longitudinal Foundation Pad 2. Beam Clamp (2 per system) 3. Longitudinal Stmt (2 per system) 4. Tic Bracket (2 per system) Note: Two struts = 1 L.S.D. system. Can be used on one pad or slipt on opposite ends of the home. txamples of Possible Placement: (Contact TIE DOWN for placment in other Wind Zones) Wind Zone I Single Section I I I I 1 I I I I I I I I I I I I I I I 1 I I I Wind Zone 1 Double Section 18 Ft. Max. 32 Ft. Max. Forgreater widths use triple section design. Page 6 Wind Zone I Triple Section Wind Zone I Tag Section P=.,. 48 Ft. Max. California 9/2/03 7 1 -11 - Wind Zone I Tag Section P=.,. 48 Ft. Max. 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 It max. Unegual Pier Heights 4axlmum 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". (a7: Page 7 California 9/2/03 Set -Up Instructions for Vector System #59018 Long U -Bolts wig Mid �������� Stp�,•r. 1 A 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. 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. Page 8 California 9/2/03 wig 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. 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. Page 8 California 9/2/03 !y m CD n a1 0 Note: L.S.D.= Longitudinal Stabilization Device See Page 6. r- Qy. I L. Nau 'an mo. HP. 34 mom, 0 .c.�1IP' NOTE. Vector Systems should be spaced as symmetrically as possible along the length Of the home. Pier spacing must be Soil Classifications: 2, 3, 4A, & 4B consistent with home manufacturers' Soil BearingC aci 1,000 PSF minimum Instructions and/or state requirements. Anchors Reuired: ty 30" with 2-4" helix anchor (59095), 12" stabilizer olateq t1;Q5Q9► Home Length Vector Systems Anchors Required Required Per Side or 24" Pier 24+" Piers WIND ZONE I, SEISMIC ZONE 4 0to72' --'_-- i `♦ I Vector Dynamics Systems Required for 73' to 90'- _ 3 4 Single Section Homes (Materials Required) _ - ': ' " , , _ ome ♦ ; st 9 _ 72 It of -�=-- amps E a "- t_� Note: L.S.D.= Longitudinal Stabilization Device See Page 6. r- Qy. I L. Nau 'an mo. HP. 34 mom, 0 .c.�1IP' NOTE. Vector Systems should be spaced as symmetrically as possible along the length Of the home. Pier spacing must be Soil Classifications: 2, 3, 4A, & 4B consistent with home manufacturers' Soil BearingC aci 1,000 PSF minimum Instructions and/or state requirements. Anchors Reuired: ty 30" with 2-4" helix anchor (59095), 12" stabilizer olateq t1;Q5Q9► Home Length Vector Systems Anchors Required Required Per Side or 24" Pier 24+" Piers LS.D. 0to72' 3 2. 3 2 73' to 90'- 4 3 4 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) u 0 0 M N Cl) » 0 CD NOTE: Vector Systems should b symmetrically as possible alon home. Pier spacing must be co manufacturers' Instructions anc 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 Bearing Capacity: 1,000 PSF minimum Anchors Reouired•: Nnna 1*Mnrri!3nn will nnm- ..♦ , 6- e manufacturer) Home Length Vector Systems Required ....,., .-- ,♦.yu++cv Anchors Required Per Side AJr iiuill 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 85' to 90' S 0 4 Double Section Homes�` (Materials Required) 'nom e ` -- _-- le sed'On -J tib „- ' ot OL_ 3 T. :r _ •i S. a NOTE: Vector Systems should b symmetrically as possible alon home. Pier spacing must be co manufacturers' Instructions anc 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 Bearing Capacity: 1,000 PSF minimum Anchors Reouired•: Nnna 1*Mnrri!3nn will nnm- ..♦ , 6- e manufacturer) Home Length Vector Systems Required ....,., .-- ,♦.yu++cv Anchors Required Per Side AJr iiuill L.S.D. 0 to 40' 2 0 2 41' to 66' 3 0 3 67' to 84' 4 0 4 85' to 90' S 0 4 174 VMays><em requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or i adjustable steel compression (see parts list) Note: L.S.D.- Longitudinal Stabilization Device See Page 6. WIND ZONE I, SEISMIC ZONE Vector Dynamics Systems Required for Triple Sedion Homes (Materials Required) 0) NOTE: CD When a pier height at Vector locations exceeds 46", an j 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. n w 0 -1- �e i 4 , - _ - - - ' "tion Ino tems ' �it tnuid seo l Seto( SIS SrP`e of ae eta15pa�%ng - - = Exa shows 9 -F 11\u a(jon WPM Tag ori: full triple W 2 sq. ft. pad 2 sq. ft. pad 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 0to48' 2+2onTag 0 2 1 49to71' 3+2onTag 0 2 1 72' to 84' 4+ 2 on Tag 0 2 2 85'to90' 5+2onTag 0 2 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) co c\o c CA) "111110 I-vrvt 1, WAWIC ZONE 4 (H' h P' �g ier Sets) --*• Vector Dynamics Systems Required for Double Section Homes 1 � (High Pier Sets with Dia gonal Ties) - - - Section h°me - - " - - - 72' double _ `♦ T EAaJple � � — _ a` —r � .....:..:,. -� .fin ::...............: _, ._. ♦t _ — — Nib _ t s _ _ ...:......:... 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': 2, 3, 4A, & 4B 1,000 PSF minimum 30° wi(h 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) WIND ZONE 11, SEISMIC ZONE 4 (Hurricane) ' Vector Dynamics Systems Required for Single Section Homes 1 � (High Pier Sets with Diagonal Ties) e ,e Sectieo `a sysme� al guide1ing5' e of a % t o SIP' � meor 5 allatio� a � In EXaMPke vis gebe to ° _ - sU Noy a MUS _ I 1 U1uds and SP ��n9 ndat%on Pa Fou _ - _ I I m CD w W l^� i 24" c w WIND ZONE II (not to scale) C Soil Classifications: Soil Bearing Capacity: Anchors Required': 2,3, 4A & 4B 1,000 PSF minimum 30' with 4' hel'oc anchor (59095), 1-1/4'vertical ties w/4725 tbs. 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 to 72' 6 7 2 t' to.84' 7 8 2 85' to 90' 8 9 2 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: �2 sq. ft. pad 1-44 or 2-20's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) CD n WIND ZONE II, SEISMIC ZONE 4 Vector Dynamics Systems Required for - - _ - " It hocn ems iire�.l Double Section Momes _ - - - " " " bye seg for sYs jai 9u'ae _ : 1e pf a 7 n aa Pa oir a tot mail r _-- EXawpWSmustbet°10 X111 as and Spaoin9 - dation Pa Four _ - , . r 1 1 1 .r W - r- -• • .w1..v "wou otwul w1i,pression (see Parts list) WIND ZONE II SEISMIC ZONE 4 1 ` Vector Dynamics Systems Required for Triple Section Homes , -- _ _ -ms•Se�oYe pect' "I `(Materials Required) for , E amPhe °s Cie" _ _ n w 0 NOTE: When a pier height at Vector locations exceeds 46", an anchor must be used on the outside wallibeam 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 full 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: 1-44 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) r 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 4x4 or two 2x4's through the piers, centered in the U- boits. 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 - 04 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 for rocky s re used valy in ion 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 should extend from the base of the Vector pier. set to 5 inches from the side wall of the home. 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 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`, *142/03 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 46 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 slits, 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 Pad(s) 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 En sneer amlllar with site conditons .r 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 (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 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 W'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 pe for concrete footer Page 18 California Wood Cap and wedge Outside Tension Bracket Wedge Bolt 9/2/03 Vector Dynamics System for Concrete Applications 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 Ti Inside Tie Bracket Compressh boards of PVC Pipe Vector pad for concrete Concrete footer U -bolt � `�� Page 19 California 9/2/03 A �7�- 6lpa WN O M ' E S. Woodland Park Series 34038 3 Bedrooms • 2 Baths • 940 Square Feet j3U�F COUN t t OPT. ENTRY5ED r r ;vb: UI H 9�'G ®EPAR Fleetwood Homes reserves the right to change colors, prices, specifications, models, dimensions and materials without notice. Rendering and diagrams are meant to be representative and, in keeping with Fleetwood's policy of constant updating and improvement, may vary from the actual home. All dimensions are nominal and approximated. Square footage is measured from exterior wall to exterior wall, and is an approximate figure. Length indicated in floorplans is floor length only. The length of the hitch is not included. (Add four feet to arrive at transportable length.) Ask your retailer for specifics. PRICES AND SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE OR OBLIGATION. ■ •II �E.: E -' :..: -� ...-.EEMINE EE'!" �E6;L_ I����E. E� :.-.. I CCC Er■. : I • - ■ ,• .�C E ,,. W!! W!■ ..■ .....�3■E ■■■■ ■■■■ .CE ■r■rl ■!■■!■■ - ■E�EEE�D ��- dam, • ..lrrE .Y■►�l� ..■■.. C•: ■■■ " ■u■■� EE' - EEEEEEEEEEEE��MMMM 9%' - rV r \ j3U�F COUN t t OPT. ENTRY5ED r r ;vb: UI H 9�'G ®EPAR Fleetwood Homes reserves the right to change colors, prices, specifications, models, dimensions and materials without notice. Rendering and diagrams are meant to be representative and, in keeping with Fleetwood's policy of constant updating and improvement, may vary from the actual home. All dimensions are nominal and approximated. Square footage is measured from exterior wall to exterior wall, and is an approximate figure. Length indicated in floorplans is floor length only. The length of the hitch is not included. (Add four feet to arrive at transportable length.) Ask your retailer for specifics. PRICES AND SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE OR OBLIGATION. ZT� TAPE a n .*,s TZ or _,ar _ NOMS / LEMO • p � (iao Ei� Sato O FM tt.e SMW Aim o Doer so Tisrt as� powaftK 103 Grow t. 00 2 I - - i for 1) Sw Saao"s.�ar� achy bog,jew OW offtw A� hoar ?� lp!a imp ho 4i ar as .Det a�lrion rnoee GX-4 L1e Z rii- M�+pe a wcw am aarr f= 3 �O.R nK ano svaat � --+ ie+lrwd PWI r-'ro0.%mI J..rrl RUIMING DEPARTM -- AP.PR0V E$!. ol900 r 3680 - 'I 3658 I APPROVED - PFS Corpraffon Aladbori .4 M126M HUD, Man Home Construction & Safety a—&e—Aq. - 3dStandard .. amwt on L YWA fbam tMamolo O emm Ro of a can o mob sffmiw ■ ow M 7NM EWOMM Few an 5810 Air Barr 0 AY =0011 %wpm pad ftbm M, Oft AM 400 2&.gn 1) 3w shot ad Open Pon fbr ocludbrAlm No Im of hone 23 nft ftw plan mmW be b do an est wwmr k"W out so br*h wo/or via oft wbi**) WN "m 3 as Rua rowAvoom koftolhum an WmdooL �0 SHEAR WALL DATA SPLICE PERIMETER PIERING 2EOUIRED DIMENSIONS T LOAD HEIGHT BEARING POST PIER LOAD- BEAM 1286 115 3/1 1.15 32 2600 TJI 1286 115 3/1' 1.75 32 16'-B' iJl 3118 IIS 3//' 1.15 7 7000 r TJI 3168 IIS 3/1• 1 I 7 -1 7J1 3871 115 3/1' - 1.75 '1 7100 - TJI 3671 IIS 3//' 1.15 1 `1 TJI 1176 115 3/1' 1.15 32 2100 TlI N16 IIS 3/1' 1.75 32 TJ 11 INED IN NUMBER ABOVE SHEAR WALL DATA SPLICE WIND ZONE: 1 DIMENSIONS LABEL UNIT WALL IPAKEL ITYPE LENGTH I NOTE T11B •� A A I ISG I EF 2'-10 1/1'3, 21 STRAP 22'-0 S/B• A A 2 ISG E• 5•-S 1H'3.v 28 go STRAP 1 A 3 ISG E 1'-1 1/2' 3 a 21 • STRAP 27•-0' 8 A / ISG E S'-8' 3 s 26 go STRAP • IN NOTE FIELD REQUIRES AGGRESSIVE FASTENING PATTERN •• EYPTT S.BIB FIELD IS COMBINED IN HUMBER ABOVE DOOR SCHEDULE SYMBOL SIZE DESCRIPTION GLAZ VENTIU VALUE 3278 32 • 79 BLANK -INSWING 0.16 3679 136 • 78 BLANK -INSWING 1 0.19 HUNG -S �J NM 9 APPROVED PFS Corporation Madison WI - 4 2/25/04 :HUD .Manufactured :Home Construction $ Safety Standard ALLOWED TJI SPLICE LOCATION DIMENSIONS ARE FROM HITCH END LIVE LOAD: 3D LBS. FROM - TO UNIT MATE _ 0' - 1'-8' A 1 7'-2• - 9•-11' A D 13' -Il* - 16'-B' A D 21 -II• - 21' -ID' A 1 . 29•-1' - 31'-7• A 1 38'-B' - 10'-0' A -1 0` - 1'-9' '1 -A 5 A 13'•11' - IB' -B •'1 'A 4 21'-10' `1 1 31-7" 1 A 10'-0' B A CHASSIS INFO M.R. SPACING 98 1/2' I -BEAM SIZE 10' 'DRAWBAR LENGTH 39' DRAWBAR ANGLE BO FLOOR •1 NFO a JOIST SIZE 2■6 JOIST MATERIAL SPF JOIST SPACING 16 WALL 'INFO SIDEWALL MGT. 90' Ext WALL SIZE 2■1 EXT SIDING MAIL 1HARDIE CEMENT CE 11_ 1 N3 130OF 1 NFO 'RAFT{R CODE 4CATH1LC7-110-3AII F. -'' RAFTEA SPACING 2/ CEILING THICKNESS 1/2' GELLINGMATERIAL US GYP FRONT EAVE O•HANG 1.2 • REAR EAVE O'HANG 12' fRONT GABLE 0 -HG 12' REAR GABLE O•HG 12' WOODLAND 17 Pii, F FlwS, . PRODUCT NATE WOODLAND PARK :Michael Frey.. 2004.{4.23 . IpRDE1. ND._ ... . . 14:37:02 -05'001 L 340.3B DROWIPG TITLE SPEC DM DRAM BY: AIVAR K. DATE: 02/04/04 7� REv SPEC.1 m Y M Y Y Y N N N N N N N N� Y N N MMY Y m yyY N N d N N d W N N m r T r - 0 a N N N p N p q N q N g q q p q N N ii e o < ! ! < ! ! < ! ! ! < ! < ! ! a z z z= z z i r z z z z z z z z z--------- r o r r r r r r r r r r r r r r r g N r q rw (nmmmru m(w m(wmr�mri,mm p r r r r r r r r r r = C i O\ O O W N W N �P T> -ar m> T> m rSr-7 T D > m} O O 8 v O o 0 O 0 0 T 0 O p O y A p m a W W e g g �1 m it O a$ a e s g s a r N N q N y q N N N L wN�.wmoo.Nio -SIM' r mm 1 1 Mm m m m � y(a(s� 2 i Vzz( E -1 > — miEJbo'mumm 2 T q i_ _■ N NO t N pq2� i—i fit Y T 4i O—j i O O wf a m M Y v O a v N y m M> Y M Y Y Y N N N N N N N N� Y N N MMY Y m yyY N N d N N d W N N m r T a N N a n 0 0 o e e e o e e o 0 o e e > m m Y s m Y e o m Y c r r r r r n9iw�o1ivvmheee•i�7a> N r N r r= N r W r r g N r q r q r p r r r r r r r r r r = C C 1��( I2 N N CN T �P T> -ar m> T> m rSr-7 T D > m} O O O O o 0 O 0 0 T 0 O p O y A p m q fqn N w> f> N N q N y q N N N p C N r wN�.wmoo.Nio Mm m m m � O O miEJbo'mumm J e W uW. (Y„^' l N NO t N O` O Y 0 a Xh g i IS .g9 gg �g N N ! = 4 E 0 0 0 W � � wfNN0000� i �NNN^'oy � o �• � � o g a� �m��ovms�mm�om--m,�- P PK rr' . v THIS FLOOR PLAN AND ATTACFED OPTION DETAILS (IF APPLICABLE) IS DESIGNED TO MEET THE FOLLCMIING STRUCTURAL REQUIREMENTS: - WIN ZZOt�ECS) 1 ROOF LOAD(S) 30 I bs - PERIMETER PIERING REQUIRED WHEN ROOF LIVE LOAD > 20 psi L E G E N D 1.d RECEPTACLE I SWITCH OT TKRMOSTAT ®SMOKE ALARM I � 9.pCE ALARM W/ K04 KMo+ LIGHT FIXTURE APPROVED ® EXHAUST FAN V— 7 Zorporation vDCP VIDEO DIGITAL CABLE PANEL BO Madison 1Wi -4OQ VIDEO DIGITAL .. �M�lACABLE f t '4.f'J/04 ilID +Vantftctured.. OUTLET s Home, -FAN FAN W/L1GH i ..'Constmation & PANEL sox Safety Standard = RAG RETURN AIR � �A GRILLE � 0 FLOOR M REGISTER LOCATION / All SUPPLY OSUPPORT POST QSFEARWALL AQ 140 1 40•-0• _...- © 140 > 40"-0. WOODLAND 17 A FRODXT ►wE WOODLAND PARC _ woa w. i 340 - DRAM PG TITLE FLOOR PLAN DM%W BY: AIVAR K. DATE: 03/17/04 REV FP.1 A VTR - L E G E N D TUB �.._ TEE d L I 90• E W.C. LAV ►e2- PIPING - SINK. 3/11 PIPING _. W/H WSFR .. .. :V - TUB SIM( INLET _ W.C. OPT DISFNVASF.ER� LAV ::. APPROVED• - ' PFS Corporation :. W/H Madison IM - 4 17 COLD WATER PLUMBING TUB ' :: 2MI04 JfUO Manufactured.:, WOMLANO PARK - Construction & - Sn".Standard rrma+o. 340 ' DP MO$ TITLE LAV PLMM WATER FST WATER PLUNGING AIVAFi K. • DATE: 02/04/04 - FEV " PLW.1 ` - L E G E N D ` = F/S RANGE (52M BTUH) _ TEE 90• ELL • I/2• PIPING 3/4• PIPING • - T' PIPING .. NOTES: ' SYSTEM COMPLIANCE '.: '. .... _... . WITH FEDERAL MOBILE :: HOME STANDARD IS .W/ I"I (34M PROVEN BY: I. CERTIFIEI) TEST NO. .BTL 1) WA FOR WA 2. SECT.280.TOS(DI 30' COLL N LENGTH FOR ENTIRE SYSTEM OPT DRYER MM BTM) INLET f URN (90M BTL -H) - ...:.:.... - .. _ ....._, APPROVED PFS Corporation... M- adison W1- ..:` : 2/25/04 WOODLAND HUD Manufactured.: 17 Home PRODlJCT LDE WOODLW PARK Const rxiction & .. Safety Standard 3403 DRAWR& TITLE ' PLLWING GAS r DRAW BY: AIVAR K. . DATE: 02/04/04 . • - - 9R REV PLG.1 AoV® PF3 Cosporatim fW1-4 4!23!04 ft{iD IfapnEae� lloeio Conshucdm i Sam,;twmdwa D NOTE: -RECESSED ENTRY OPT I ONS ARE NO%AVA I LABLE WITH 18' INTEGRATED DORMER asc Tr -2 v4' v -r 40-0' A SQUARE RECESSED ENTRY — in0 T• ` ` N1� OPT. s , i t LrvDIG Flow �//• 'OEMON72 --------------- can V36M Y36f9g1 v3fi599i Tr -2 V4" v -r 40-0' AA RELOCATE FRONT ENTRY n Ilm vd6 m Y365441 t---'—_ iT-2 1/4' 40'-0' ANGL>y RECESSED n ENTRY me v.11 o OPT DEN L E G E N 'D dRECEPTACLE SWITCH OT TWRMOSTAT ® SMOKE ALARM a SMOKE ALARM wi Hs, w"'" LIGHT FIXTURE ® EXHAUST FAN VDCP CVIDEO DIGITAL ABLE PANEL BOX O VIDEO OUTLET FAN FAN W/LIGHT PANEL BOX RAG 'RETURN AIR GRILLE OFLOOR REGISTER .� CROSS-OVER LOCATION / AIR SUPPLY S�SUPPORT POST Q9fARWALL A 140 :: A0 O* . © 140:40'-i' C r D WOODLAND 17 WOODLAW PARK 34038_ auwrcTITL FLOOR PLAN OPTIONS mm BY: AI K, °ATE` 03/17/04 FPO, I i �" A HU) •.jtt r�l r i� I } O •.jtt r�l r i� I ao� wm W oil §msf S 03AOU a z M` <V C c CL CL 49 } ao� wm W oil §msf S 03AOU a z M` <V C c CL CL 49 SUPPLEMENTTO THE INSTALLATION MANUAL SEE FLOOR RAN FOR LENGTH OF HOUSE - tom' NOM. MAX.) ' - sff FLOOR PLAN FOR �r � ' LOCATION OF ENTRY DDDR a4' MAX FROM — _ — ' • EPDWALLS ( ) i STEELMAW MLS B B ' aN�FI0t�11P=a TYPICAL ODOR PIER '14 (3E£ OETALS ON 72.720010.7) SEE END WALL SILL00CHORTAM A MAX MATNGLNE — --�-- Ir 'j N. rZ �' M I —�— -- -- I NOTE 3) ' TYPIOAL MATING LINE Pt3I ' (SEE MALS ON 72.7200Mo n ' I i B;iB ' OFFSET -@4 (SEE NOTES I SDEWALL SILL ANCHORS 1R' DYL-1 LI -A, LSEE FLOOR PLAN FOR BOLTS AT ro• O.C. MAX. OR ' � LOCATION OF ENTRY DOOR SIMPSON MAS AT W -W O.C. MAX FLOOR PLAN FOR LENGTH OF HOUSE (Mr MAX) SFCTIQN A -A (SIB: SIOEWALL FOUNDATION DETAILS 72.720010.10) SECMN a -.Ji (SEE ENDWALL FOUNDATION DETAILS 72720010A) Is cnm WIDTH I . Offset may oew at *Ww or both end{ of house. 1. Length of ofbet varies. .. '.3. lW4r is nominal 20 wide. 31'-0' is nominal 32 wide. TABLE -1 FOR MAX. HEIGHT DOUBLE WIDE WITH OFFSET FLOORS FEDERAL MANUFACTURSO C MOUSING CONSTRUaION TABLE 1 End Wal SO Anchors -Max.hakild 17-V APR 161999 SECTION LENGTH (MAX) 20 PSF Wind Ossipe Pwasm s 25 PSF V&W Design Prsaans W Bot MAS Anchor 12' Bot I MAS Anchor w 3r O.0 34- O.C. 1 2r O.02r O.C. 7a' 31- OZ 2r O.C. 24- O.0 ±= O.C. End VM SO Anchors -Maxhoot 13'-10' LENGTH VAX) ns 25 PSF d Design Prraawlrs 20 PSF wm Design PrsswWb 12' Bal MAS Anchor 1? Bot MAS Anchor w 3Y O.0 30' O.C. 24' O.0 23' O.C. 7e' 27- O.0 2r O.C. 21. O.0 2r O.C. DOUBLE WIDE WITH OFFSET FLOORS FEDERAL MANUFACTURSO C MOUSING CONSTRUaION ;-f(:) 0 SAFETY STANDAPDS APR 161999 - ,i.. a Cakuk*mNU 4.me- wdilwyblwamnsbdFbM.odr- - piwML CaowkM 0 taw o r Fnwr.eoa E"WOOM M& CONCRETE PERIMETER FOUNDATION DETAILS FOR 32 WIDE MAX. HOMES Ante 1w. es, 72-72-001o.3 A SEE END WALL " i SLI. ANCHOR TA", MATING SUPPLEMENT TO THE INSTALLATION MANUAL SEE FLOOR RAN FOR LENWH OF HOUSE (1r -W Nm MAXI SEE FLOOR RRLN FCR ` LOCATION OF ENTRY DOOR r-.- ------ -- ---- - I W,a. -4� *—WO MAX---� MAX 811$ FRAME RALS (' � ACIN Z TYPICJIL M8i10R PER (SEE DUALS ON 72.7ZNQWM ) � 31'-0' MAX. (SEE NOTE t) —e-- ---�-- --E3— --�--- —� TYPICAL MATNG L.AE PER ; Z (SEE DETAL S ON 72.72-001OA) 11� SIDEWALL SILL ANCHORS t? DIA. - BOLTS AT V-0.O.C. MAX. OR SIMPSON MAS AT W -Cr O.C. MAX (SEE SDEWALL FOLINWTDN DETAILS 72.724010.10) SECTION R -a (SEE ENDWALL FOLINDATION DETALS 72.72-00109) I SECTION WIDTH TABLE - t FOR MAX 1 IEXW I 1 Ndem 1. 1 W4 is naminW 20 wide. 31'-W is nominW 32 wide. ' I I SEE FLOOR PLAN FOR LOCATION OF ENTRY DOOR y FixERAL MANUFACTUOEL� G MOUSING CONSTRICTION 5?ANV DOS W :,....: G SAF -TV n End Wdl S• Atw91o1s - MIL M.gIM 12'-0• SECTION 0") `�• APR 16 1999 a¢- ' a t? Bon MM Anchor 12' Ba MAS Anchor dr 3r O.0 3r O.C. 2r OZ 20' O.C. 7e' 31.O.0 2Y• O.C. 24.O.0 22.O.C. ' I I SEE FLOOR PLAN FOR LOCATION OF ENTRY DOOR y DOUBLE WIDE CWCUWon Nundws Twin NESS mv&ftW wAw" d Fbdftlaad E I ML Cgwi�l0 t/w Yp Rsd�aed EwearN k E CONCRETE PERIMETER FOUNDATION DETAILS FOR 32 WIDE MAX. HOMES �. REII Anna 3�,-0o rz-72-o0010.2q TABLE 1 End Wdl S• Atw91o1s - MIL M.gIM 12'-0• SECTION 0") 2D PSF Wind DIMP Pmmm 125 PSF Wind Owp Pn>s t? Bon MM Anchor 12' Ba MAS Anchor dr 3r O.0 3r O.C. 2r OZ 20' O.C. 7e' 31.O.0 2Y• O.C. 24.O.0 22.O.C. EtldlraM sat Anrllps • Mdt. IMIpaM 13• -to• LENGTH OMX) 20 PSF Wand DwEE Pw 25 PSF d� WinOpnimm tn" Ba WAS Anchor 1? Boll WL.S Anchor ear 3Y O.0 3r O.C. =C 2r O.C. Tri' 2r O.0 2s• O.C. 21. OZ 20' O.C. DOUBLE WIDE CWCUWon Nundws Twin NESS mv&ftW wAw" d Fbdftlaad E I ML Cgwi�l0 t/w Yp Rsd�aed EwearN k E CONCRETE PERIMETER FOUNDATION DETAILS FOR 32 WIDE MAX. HOMES �. REII Anna 3�,-0o rz-72-o0010.2q SUPPLEMENT TO THE INSTALLATION MANUAL INTRODUCTION These drawings show foundation details which we apptiesble to homes produced by subsidiaries of Fleetwood E'mterprises, Inc. The foundation plan shown is general and is to be adjusted to meet the specific home being installed. The floor plan for the home is ineWded in the bnsudislion Manual provided with each home. The manual, floor plan and these details must be used together to establish dimensions and loads for the foundation. When the word 'MAX' is' used with a dimension. any distance up to but not a msedng the dimension may be used Several alternate construction methods ars shown. Any combirw don of altemates may be used from within those for the design loads awlicabis to the construction site. Foundation system det b used shall be compatible with local soil conditions. These design drawings are supplemental to the Indalation Manual. Details and dimensions d other types of foundations in the manual are not applicable to this design. GENERAL NOTES: 1. Contractor shall verify alb conditions and all dimensions prior to starting work Notify owner at any diaenpanass. 2. All work shall conform to the requirements at this design and of the building code adopted by the agency having jurisdiction. 3. Design loads followed shag be consistent with the roof In load, wind zone and seismic zone as established for permanent buildings within a specific local area. 4. The ground surface adjacent to the hone shall be sloped away from the structure with a gradient of at least 1r2' per foot for a distance of 6' or mors. Provisions shat be made for drainage to prevent accumulation of surface water. 13. Mortar mnok shall be Type S. Table 24-A of U.B.C. or 1 part Portland Cement. 1/2 part hydrated lime and 4 parts sand byvolume; do not use lime with plastic or waterproof anent. 14. Masonry grout shall be 1 part Portland Cement. 3 parts sand. and 2 parts 3/8' gravel by volume, mixed to pouring consistency. 15. In concrete block stem walls, place a minimum of 2 - #4 rainfonch g bars in block with mudsill anchors; fully grout each all containing rebars. In poured in place concrete stem walls, the minimum vertical reinforcing shall be #4 bans at 24' oc. 16. S. Provide an 18' x 24' access crawl hole to underdloor area. Provide under -floor area ventilation at a not area of not less 17, than 1 square foot for each 150 square fee of under -floor area. Cover vent openings with corrosion resistant win mesh not less than 1/4' nor more than 1/2' in any dimension. 6. Mating line piers shall be loested directly below ridge beam support columns. Support post column locations are shown on the floor plan of the house by P.- 7. Refer to the Installation Manual for ridge beam pier and main rail pier locations and loads. When spacing shown in in the manual is less than shown here, the manual stall be followed. 8. Mudsill anchors shall be installed within 12' of each end of sill and at a spacing shown on the foundation plan. Mudsill anchors may be 1/2' din. bolts or Simpson Strong Te MAS. Anchor bolts shall be set 7' into concrete. Anchor bolts shall be sat 15' into concrete stem wall. MAS Anchors shall be set into concrete per manufacturers specifications. 9. Stem wall may be built titer house is in place. 10. Wall stems may be concrete or concrete blocks. 11. Concrete shall be 2000 psi minimum at 28 days. 12. Concrete blocks shall conform to ASTM C-90, special inspection not required Blocks Shap be 8' x L x height desired for site conditions. 8' slurp store may be used in Hsu of concrete blocks. FEWRAL MANUFAC'i JRrn U J O HOUSING CONSTRUCTION,. V b SAFETY STANOAROS Z.O O Q APR 16 1999 � Reinforcing bars for concrete or concrete block foundation shall be deformed bars meeting ASTM A-615. Grade 40. Lap all bars 240minimum. All.' bar in contact with concrete shall be pressure preservative treated or a specie approved for use directly in contact with concrete. Individual concrete or masonry piers shall project at least 8' above exposed ground unless the columns or posts they support are treated wood 18. Compaction control not required when nominal backfill is 19. Contractor shall verify soil type prior to starting work Expansive sol conditions may require additional engineering. 20. Obtain from local budding authorities the exposure type (B or C) and wind speed (70 mph or 80 mph)"applicable to the foundation site. With these values. find the required Wind Design Pressure in the table below. Use the Wind Design Pressure to determine the required footing dimensions. 21. These foundation drawings comply with the requirements d HUD Handbook 4930.3(Pemmanent Foundation Guide For Manufactured Housing) foundation Type C2. DESIGN BASIS: — Uniform Budding Code 1994 Edition — 70 and 80 MPH Wind Speeds Exposures B and C — 20, 30, 40, 80.80. and 120 PSF Rod Live Loads — Seismic Zone 4 ASCE 7.88 & ANSI U.B.C. 1994 EDITION WIND DESIGN PRESSURE (PSF) ww spa o�ostrmot WPM B C 70 15 20 80 15 25 �srArrW nrlwuY d Frw.a Es�e�w ria cewommaIMMFbeaeaww ..r+t MILECONCRETE PERIMETER FOUNDATION DETAILS FOR CskuYion Numbers 1 32 WIDE MAX HOMES 0022M Anna aro. REV 0022144Fool3.3o-e9 72-72-0010.1 p t - Notes: _ SUPPLEMENT TO THE INSTALLATION MANUAL 1• Blink INTERIOR PIER DETAILS 2. Fasteners shall be stainless steel or hotdpped galvarnitad. Hotadipped zinc -coated nalb shall be coated atter manufacture to their final form, including poke ft. heading. threading or twisting, as app6eable. Ebetrogahianized or msehanically plated nab or staples, and hot -dipped zinc -costed staples, shall not be permltad. Staples and nails installed below grade shat be stainless steel types 304 and 318 as defined by the ANSI classifsretion. 3. The gravel bass shag be not las than 8 thick and shall extend not less than 4 kx*m beyond al the edga d the wood pads. 4. Gravel base at footing areas within the zone of load Influence to be graduated 3/8' to 3/4' gravel. or coarse sand not smaller than 1/18' grains, or crushed stone having a max. size of 1 1/r, so constituted and placed to provide and allowable bearing capacity of 3000 pounds per square foci. 5. Each piece of lumber and plywood low than 8' from the surrounding soil shall be eta from material that has the following information permanently affoted: (See Now 6) a. Trademark of inspection agency approved by American Lumber Standards Committee (ALSO). b. Applicable American Wood Preservers' Association (AWPA) standard: Lumber . Standard C-2 Plywood.--- Standard C-22 c. Year of treatment. d. Exposure Conditions ... Ground Contact. e. Preservative used fortrea2ment and retention level f. Moisture Limitation » — Dry or KDAT. g. Treating company and location. . h. Lumber grade markings by and approved grading agency to identify species and grade for structural Purposes. 6. Where lumber is cut aftertreatrnent. the cut surface shall be brus h -coated with nit kris than 3 peccant solution of the same preservative used in the original treatment, or shall be field treated in conformance with AWPA standard M4.80 using 5 percent solution of pentachlorophenol. copper naphthenate containing a minimum of 2 percent copper - metal, a 3 percent solution of ACA. CCA, types A. B or C, or a 5 percent solution of FCAP or ACC, or creosote in cont h AWPA Standard M h .511. conformance With 480 paragraph 1 TABLE 1 - FOOTING SIZE' SECTION WMTHSPN* Pw Pier load Aa NS" Sd 844ysq PNnwrts 1000PSF 1500PSF 2o00PSF 11 *4• MAX. e loos 1! x w 1r x 1r tr x 1r er 2410 1! x IS' 1!x14' 1e' x 1r to' - 3013 2! IF' 1! 1 1 14• 12' 3615 24'X2r 16'X1! 11'X14• 1 s-6• MAX. 6' 2445 1! X 20" 1! X 1S it X 1S' e' 3200 1r x 2! 16•x20^ 1! x 1r 10' cors 24• X 2M' 16' 2Z /6' X 16' t2' 4660 24• X 2s' 24• X 20• 1!x22• FOUNDATION DETAILS FOR K vrth 'Footing of other dimensions with equal or g contact area may be used. 7. For additional orders see 72-72.0010.1. WELD. BOLT OR W CLAMP PER TO aa' M= MAN SEAMM AND SPACV4 PER TABLE' BASE • NOM140L 2 x TREATED WOOD OR OTHER APPROVED MATERIAL k= PER TABLE 1) PSL00LINOSNG SOL VELBASE (SEE NOTE 4) CONCRETE FOOTa1G MAY BE USED AS AN ALTERNATE. METH001 REE METHOD Z Metal Pier on Gravel Base 2a' I FASTEN WrtH 2 M K ..2. led NAILS. TOE NA&M. AT EACH ENO OF POST. . 4 X 4 WNL POST— -.SPAdNG PER.TABLE :JAIN.1 wr x 1 ire x inr x LENGTH OF WEDGE. ANGLE FASTENED TO POST WITH ad NALS (ONE EACH SIDE OF RAL). WOOD WEDGE OR saw, WEDGE TIGHTLY X 6 X tr WN. (TREATED) I I FOOTM ' METHOD 2 Wood Support Loa MAN 2X TREATED WOOD PAD oxn%NAL) r..%. :%I i sEE 1. - FORmoTN AIOLfMi1H ME7 Concrete Block woos w� a+ s� s. WEDDETKi1fTLY WK 3•�. lXtx1lNN CONCRETE BLOCKS SPACING PER TABLE 1 can EEI i[OOQ .. - .'�: ; ubtiiori Numbers rNUMMIANT AIS coNFlDENrIAL �• a�rril nrwiY d FbaMpood EnwriwP 1 FEIGIAL ARAN f 0022085 'a'ro nw w fOOd Ergs.. r� TTT1E CONCRETE PERIMETER ,.� 0 HOUSING CONSTR I & SAFETY STAND V FOUNDATION DETAILS FOR CD 32 WIDE MAX. HOMES IL . APR 16 1999. t Qp� Alma �. �•. � ajj 2.2 X 6 HALED • TOGETHER AND TO FLOOR WITH 1ed NALS Ir. SUPPLEMENT TO THE INSTALLATION MANUAL MATIrG tJI4E wTm LIM APPROVEDP6i (BEE NOTE t AM OETAL A) Phi BAW-PDIaPgL 2 X TREATED WOOD OR OfW APPROVED Z4*yYATERtAL iM PER TABLE 4 rW I TWI:Mm SOL . GRAVELBAIE METHOD -1WE NOTE �j� Metal Pier On Gravel Base - i-- MAIM LAE 4+4 REBAR . 2xsxrM=WITH SHa4S FOR T K*ff FIT PPOL ED CONCRREtEE COLLEMI OR r X /r BLOO( STACK, RLLY GROUTED AND REI4FORCED 19 MM. T_OwaI WLI (�~ SEE YABLE FOR WIDTH APD LENGTH METHOD -2 Poured Concrete or Fully Grouted Concrete Bloch MATIM LINE-, I 2 x TREATED WOOD PAD (OPnONAL) CONCRETE FDoluro 2 x 4 x r eLoac wnw ww FOM TMff FR rxrxlrwL CONCMFTI aoc10 r WL ALL SUMM 4.4+4 REBAR X r r ma•LESS t oNST IRAN FOOTM 80 TABLE 2 R EACH aREGTi ' OR "' OPQ AND u3a7.m METHOD 3 Concrete Block Without Cep Grout MATING LINE DETAILS :.:. .... :.�.. �Ct1�Op Numbera 1. HOUSING CONSTRUCTION 61.J G SAFETY STAND ROS � } v O ::.IL ¢ • APR 16 1999 IL Y." DETAIL - A • Notes: �BLEEPAIR OF 2PIERS) 1. See f1w plan for minimum pier capacity under ridge beam support posts. 2. =Support post bads may require double pair app (see Detail - A). IrML r I SEE TABLE 2� �!- F0111MDTi1 AbD I.EN0111 'O'ALTERNATE METHOD 3 Concrete Bkxk Without Coll Grout TmmbwiWw 6ori�wab�K/�iMrlr. ..+drrw "N"Aft a si..i.oee Frrrre;. Yia _ C�IpMe 1/M Mr FY�twaA EtiwA� Yr, E CONCRETE PERIMETER FOUNDATION DETAILS FOR 32 WIDE MAX. HOMES Anna NO. REV ,-� 72-72-00.1.0.e_ q F, r TABLE 2 PER BASE OR CONCRETE FOOTMIi OMff14SIONS MAX PER �AW NOTE I 1000 PW SOL BEARN G CAPACITY ,i0e PW 2000 PSF 5000 P$F 1000 PSF ,900 it x W tr X ,r 1r X tr 1r X tr ,r x tr 20M /r x it it x /r it x 1r it x 1r tr x,r moo tr X2r 1r X,s• it x,r 1r X,r ,r x /2 3000 tr x 2r it X /r 1r X it 1r X,r ,r x it ism a4• X 2r 1r X 2r 1r X 1r ,r X u• ,r X tr 4000 2r xw 2r x,r 1r X,r it x 1r ,r x it Isco 24• X 2T a4• X tr 1r X 20• 1r X 14• w X 1r 9000 24•X30• 24•X20• 1r X 23• 1r X it /r X 1r e000 30• x2r 2r X 24• 2r X 1r tr X,r /rX W 7000 30'x34' 24• X 2r 24•X21• tr X 2r ,r X tr soon 3r x 3r 3r x 2r 24• x 2r 24• X 1r it x /r s000 3r x 3r 3r x 2r 30• X 2r 2r x it Te• x 20• tooeo 3r x 10► 3r x 3r 30• X 2r 24•x20• tr x 23• „000 3r X14' 3r X 3r 30• X 2r 24• X2r 2r x 1r TmmbwiWw 6ori�wab�K/�iMrlr. ..+drrw "N"Aft a si..i.oee Frrrre;. Yia _ C�IpMe 1/M Mr FY�twaA EtiwA� Yr, E CONCRETE PERIMETER FOUNDATION DETAILS FOR 32 WIDE MAX. HOMES Anna NO. REV ,-� 72-72-00.1.0.e_ q F, r cmin xm"REBAft OVERLAP MN. 24• AT SUMS (SEE NOTE RECESSED --% .a V MAX. I MAN BEAM• tr MN. I f MAX. 1r SUPPLEMENT TO THE INSTALLATION MANUAL !Ir PLYWOOD X r WOE STRV -FASTDO WRI12- 811 NILLB AT r O.C. MAX• >tat�h ANCHOR BOLT - !A' esOJr. REBAAAT Im ENDWALL MIN-+�----� FOOTING WIDTH (SEL TABLE 3) SECTION B-8 Endwall Footing and Floor to Stem Wall Connection e• MAX T 1r Z TITLE S • END WALLfOOTNG VAD H MN•) ley' M 2S�e' MN. 2T•4• MN. 11 �' MAX. H01E U90M 2p as 20 25 20 25 20 PSF PSF PSF PSF PSF PSF� P 2S PJ I P F 40W it w tr /r tr /r /r it W• tr 2r tr tr tr 1r 1a• 14' asw w w tr 2r M20• tT 17' aw 2r 2r tr 2T Ir 2r I 20• 12r 11?X11?X12aA.X LENGTH STEELANRILE FASTEN TO RIM JOW WRIT 11 2 X 1 17 WOOD SCREWS AT S O.C. MAX- OR b NALS AT r O.C. MAX 2 X 1 Iff WOOD SCREWS YN. :.¢: AT r O.C. MAX.. OR ed NALS AT r O.C. INTO SILL PLATE. :• 2 X TREATED SILL PLATE ANCHOR BOLT STEM WALL SYPICAU ALTERNATE #12 WITH j RECESSED CROSSMEMBER N . RY J06T 2 X 4 BASE PLATE. _ALL MIN.FASTEN TO RLI JOIST FCOTmm WDTH WITH 112 X r W000 SCREWS AT S O.C. MAX FASTENEDTO (SEE TABLE N. 3w PLYWOOD X r RIM JOIST ANMD ALTERNATE SECTION B•8 ' WIDE sTRP OR r x so GA. ::7:Nv SILL PLATE T led MALS AT Endwall F00thg STRAP. FASTEN TO BASE OW APPLICABLE PLATE AND SILL PLATE r O.C. MAX EDWALLFOOTNGS IDTCH 7WXTF4ED WITH 2 - Nb MALS AT r ;. 2 X TREATED BLL PLATE YAM THAN it NORO.C. MAXI1Nti0A BST(� TABLE WHERE �. • • 2 X TREATED SILL PLATE STEM WALL A' ANCHOR BOLT RECE TERNATE #l1 WITH RVA JC STEM WALL (TYPICAL) ALTERNATE #3 WITH RECESSED CROSSMEMBER RMAJO WALENDCROSUana TOFIECEIVEANCHORBOLT 2le' PL YWO00 (LAP IRM Jow AND BLL PLATE 11r1 2XTREA7ED UK) FASTENTORN SILL PLATE •; • •106I AND BLL PLATE ALTERNATE K WITHOUT Now. RECESSED CROSSMEMBER t. Footing is typical with a8 akwne@L 2 Requiad for atam wslb over 30' INigh. END WALL FOUNDATION ?+f?i:iii\••.v.::".ii•::i:::: "v.]YL:,.:T: i.:•:4.4Vi.: .:lV�,}�jpE ... .... at Calcukdon N uLlbaNs FWVDA1 MANUF/1CTURm I 0022095 j CD HOUSING CONSTRUCTION W Cr SAFWTY STANDAPOS 0 .:.. ' CC APR 16 1999 WRH 0d NAU AT r I!"• � �NqR BOLT stew WALL awnc w ALTERNATE os WITHOUT RECESSED CROSSMEMBER 1Awtwi,N w,4 speumeImm an =dMwW emrwf W d Amw"d Erw,,Alw M,a METER �JND RTIOON ETE DETAILS FOR 32 WIDE MAX. HOMES zamors REV. 72-72-0010.9 RECE TERNATE #l1 WITH RVA JC STEM WALL (TYPICAL) ALTERNATE #3 WITH RECESSED CROSSMEMBER RMAJO WALENDCROSUana TOFIECEIVEANCHORBOLT 2le' PL YWO00 (LAP IRM Jow AND BLL PLATE 11r1 2XTREA7ED UK) FASTENTORN SILL PLATE •; • •106I AND BLL PLATE ALTERNATE K WITHOUT Now. RECESSED CROSSMEMBER t. Footing is typical with a8 akwne@L 2 Requiad for atam wslb over 30' INigh. END WALL FOUNDATION ?+f?i:iii\••.v.::".ii•::i:::: "v.]YL:,.:T: i.:•:4.4Vi.: .:lV�,}�jpE ... .... at Calcukdon N uLlbaNs FWVDA1 MANUF/1CTURm I 0022095 j CD HOUSING CONSTRUCTION W Cr SAFWTY STANDAPOS 0 .:.. ' CC APR 16 1999 WRH 0d NAU AT r I!"• � �NqR BOLT stew WALL awnc w ALTERNATE os WITHOUT RECESSED CROSSMEMBER 1Awtwi,N w,4 speumeImm an =dMwW emrwf W d Amw"d Erw,,Alw M,a METER �JND RTIOON ETE DETAILS FOR 32 WIDE MAX. HOMES zamors REV. 72-72-0010.9 WRH 0d NAU AT r I!"• � �NqR BOLT stew WALL awnc w ALTERNATE os WITHOUT RECESSED CROSSMEMBER 1Awtwi,N w,4 speumeImm an =dMwW emrwf W d Amw"d Erw,,Alw M,a METER �JND RTIOON ETE DETAILS FOR 32 WIDE MAX. HOMES zamors REV. 72-72-0010.9 FCOQ04 R®M OVERLAP MK P AT SPLICES (5'EE NOTE Z SIDEWALL MHN. TAB BELLOW RM - PLATE -,J ALTERNATE (f2 If MAX SUPPLEMENT TO THE INSTALLATION MANUAL PLYWOOD X gym R T@IWf H2-SdN U AT sr O.C. MAX a0 PSF) OR,r OG. WNL aS Pl ) I. 2 X TREATED SILL PLATE r ANCHOR BOLT REBARATWO& r mK ::~ �-IH; RtBIIAR (CONi1N(DNB) MK ION AA Sicirmap$EC Footing WW Floc to Stem Wan Connection #01.2 X 4 FASTENED TO RM PLATE HMD SILL PLATE WITH 1011 NAILS AT 12' O.C. MAX (2D TSF) OR r O:C. a5 TSF) WMD 2 X TREATED SILL PLATE ANCHOR BOLT STEM WALL (TYPICAL) ROOF L.L. SDEWALa MIN. #W) FOOTING WIDTH 20THRI60 Ir e?THAt! 12D /4' . t t? X 1 t? X 12 GA. X LENGTH STEEL ANGLE FASTEN TO RM PLATE WITH #12 X 11Q WOOD SCREWS AT S = MAX. OR Od NAILS AT 2' O.C. MAX I RM PLA 2 X 4 BASE PLATE. FASTEN TO RIM PLATE SCFEM AT lir 0. MAX MD rV1O•TCHI 9 PSF) PSF) OR . 925 ,J NOTCH FOR ANCHOR BOLT WHERE HEMMED ALTERNATE Ib 4M SIS' PLYWOOD X 3' WIDE STRIP OR S' X 20 GA. STRAP. FASTEN TO BASE PLATE AND SILL PLATE WITH 2 - !d NAILS AT IP O.C. MAX. (20 PSF) OR 4' O.C. (25 PSF) WIND 2 X TREATED SILL PLATE ANCHOR BOLT ,STEM WALL (TYPK'.AU lum - �FOTHINGWH' iI Note: TABLE 4 1. Footing is typicW with an attema m AL SIDEWALL FOUNDATION Z to mm walls Over 30' n9L CakuWoHRNumbeta PROPIMARYANDCONFIX01 10% AYw..A4.e�11.■«.a1o�.blr..wr. :..'::•ti:,, :....;:...:•:..:;::;:.,...,�,.:..,.,;<::::>:;,:�,,..>:•::z��.::: >a::...:... rrw.rl.YY dfl�aM 6wN�s Ma FEDceiAL MANRJFACT om TA...leIMMFwwo dpi. j 2 X 1 12' WOOD SCREWS J OONCRETE PERIMETER INTO SILL PLATE AT 1S' O.C. MAX (20 PSF) OR 17 O.C. MAX 05 PSF) WIND. OR Od NAILS AT r O.C. MAX (20 PSF) OR 4- O.C. a ::•�• MAX (255 PSF) WIND .:•., . a 2 X TREATED SILL PLATE a•�• ANCHOR BOLT STEM WALL (TYPICAL) ALTERNATE #1 ' I RM PLA 2 X 4 BASE PLATE. FASTEN TO RIM PLATE SCFEM AT lir 0. MAX MD rV1O•TCHI 9 PSF) PSF) OR . 925 ,J NOTCH FOR ANCHOR BOLT WHERE HEMMED ALTERNATE Ib 4M SIS' PLYWOOD X 3' WIDE STRIP OR S' X 20 GA. STRAP. FASTEN TO BASE PLATE AND SILL PLATE WITH 2 - !d NAILS AT IP O.C. MAX. (20 PSF) OR 4' O.C. (25 PSF) WIND 2 X TREATED SILL PLATE ANCHOR BOLT ,STEM WALL (TYPK'.AU lum - �FOTHINGWH' iI Note: TABLE 4 1. Footing is typicW with an attema m AL SIDEWALL FOUNDATION Z to mm walls Over 30' n9L CakuWoHRNumbeta PROPIMARYANDCONFIX01 10% AYw..A4.e�11.■«.a1o�.blr..wr. :..'::•ti:,, :....;:...:•:..:;::;:.,...,�,.:..,.,;<::::>:;,:�,,..>:•::z��.::: >a::...:... rrw.rl.YY dfl�aM 6wN�s Ma FEDceiAL MANRJFACT om TA...leIMMFwwo dpi. j p HOUSING CONSTRucnON W OONCRETE PERIMETER b SAFsTr ;TANDAo06 V FOUNDATION DETAILS FOR p a 32 WIDE MAX. HOMES APR 16 1999or- IL Anna 1 .. SUPPLEMENT TO THE INSTALLATION MANUAL i - Fi.oaR�, � � of NOME SFF ItDSE INSTALLATION SEE ROM PLAN FOR MANLIAL FOR .�` • 1 1 LOCATION OF ENTRY DOOR PER!) LWER PORCH POST L4J —4 ' 4'-0' a� 120' YAX 1 �'-` ''• s» �4:",:„vv' ,`.:•,•� ' 1 IMAX STEEL FRAME RAILS , r;•...:..: c-::..> :>:;• r:. . (VEAF7 SPAcma TYPICAL INTERIOR PER -SEE 11011E t ' A� DETAILS ON 72-72aDt0]y, ``:::::;"" INSTALLATION SEE END WALL -4 >. ,.:'`>' i � . S.Si:<'.,�'--,?;c: s. MANUAL FOR SILL ANCHOR - - ".::"' MATKi LINE TABLE i L^� 1 :ik':L;•'{ iiv.'i:::i: plFIR 1 x• •::::::::.v::..:•::.': .. MATING LINE -}--}- a 1 :' ?i -0' MAX MIN. ...:::;.. •.. (SEF NOTE 1) 1 I TYPICAL MATNG LINE PER j `'Sn, ::<a iy ";.:; :::.;,,•:;i I , (SEE DETALS ON 72-72 MOJQ u •:•t:•::•:: 1 t 1 .SIDEWALL SILL AN=XIS 1? DIA. � BOLTS AT V -V O.C. MAX. OR � PORCH VARIES SDAPSON MAS AT V-0' O.C. MAX. SECTION A -A SEE FLOOR PLAN FOR (SEE SIDEWALL FOUNDATION DETAILS 72.ra4MILIO) LOCATION OF ENTRY DOOR SECTION A -A (SEE ENDWALL FOIU4DATION DEALS 72.7200foi) SECTION C - C (SEE ENDWALL AT POF= FOlJ1 )ATION DETAILS 72-724)010.11) c t I End W*A SR Anom - MuL FNiES W-ar B20 NGTH t SECTION w1urH 1 TABOR W 3rOC wOC. ZSOC 2'O 7s FOR FMAX End Wr S■ Andros - Ma Hftm o6jr I I 20 PSF Wlnd DSIw PM 25 PSF Wbd OMtvl Pt IEILWIT N OTI lV4r is nornM 20 wide. 41'-0' is nominal 32 www. TABLE 1 End W*A SR Anom - MuL FNiES W-ar B20 NGTH PSF WbW D� Pmoom 25 PSF YMd D@Wp ptft Wr 80 MASAneha 1W 6* MASAWW W 3rOC wOC. ZSOC 2'O 7s sr O.0 2Y' O.C. 2C OM ZZ O.C. End Wr S■ Andros - Ma Hftm o6jr SECTIOII M LENpr1W 20 PSF Wlnd DSIw PM 25 PSF Wbd OMtvl Pt W Ild MAS Andror 19' 00 MAB Andra► IIs ar O.0 ao' O.C. 2t' O:C ZT O C. 7V 2r O.0 20' O.C. 2I.O.0 2D' O.0 RUBLE WIDE WITH FULL WIDTH PORCH IFWcKAL'fAAN 1 r . so HOUSING CONSTRUCTION W & SAFETY STANDARDS ' APR 16 1999 THIN �I•�a..nr »..ro.w'■ w.r�.�:: t*�t�. . ..rwl" mrrrY of Fbsa* r • Ila amoNmelmilwpi ..-E,- , les. CONCRETE PERWIETER FOUNDATION DETALS FOR 32 WIDE MAX. HOMES AZ �' :fc WAV. 9,31-N-'ooic.s - „ SUPPLEMENT TO THE INSTALLATION MANUAL I M R=R PLAN I= OF HOUIBE 1p"Aa -sff PwPR -R- - ff ` f / �I —llLCATICIMAFEMR►DOO SIDEWALL SILL ANCHORS 1R' DIA. BOLTS AT W -W O.C. MAX. OR SIMPSON MAS AT fr-W O.C. MAX SFCTIQN A - A (SEE SWDEWALL FOUNDATION DETAILS 72724010.10) SECTION B . B (SEE ENDWALL FOUNDATION DETAILS 72.724010.9) SFCMN C - C (SEE ENDwALL AT PORCH FOU i iTION DETAILS 7272.0010.11) SECTION D - D (SEE SIDEWALL AT PORCH FOUNDATION DETAILS 72.720010.11) I SECTION WIDTH 1 I I Notes: 1. Porch may be located on ek1w hd at either end 2. 19'-B' is nominal 20 Wide. 31'-W is nominal 32 wide. TAKE -1 FOR MAL PEKW �-LENGTH OF -4 PORCH VARIES (SEE NOTE 1) SEE FLOOR PLAN FOR LOCATION OF ENTRY DOOR 31'x- MAX 19'-4: MN. (SEE NOTE 2) SEE�HOME INSTALLATION MANUAL FOR PERS UNDER PORCHPOST I TABLE 1 . QHS:.:.. Y� End W@M S■ AneAas - MML HNpM 12-9' STMAX EEL STEEL W�riA�ME RAas r---120" MWIA7L—� 20 PSF Wind D* Wpn Pn M 25 PSF Wind DOOo Pik ev W Sof MAS Alndwr 1R' 90 MAS AWw W SPACM TYPICAL INrER 10R Phi 7e' 31' O.0 29' O.C. 2-r OZ ' SEE END WALL—4, ANCHOR ' am DETAILS -e-- --�--- -�- ON 727140/0.7) --�-- --E} (MAX) TABLE MATING LINE ' , - -$-- r- ------ -'- 7W 27' O.0 2r O.C. 21.OZ 20'.O C. 'o , ' TYPICAL mam LIE PER (SEE DETAILS ON 72-7200 OA C lig£x:r<::>:<z:>:>�:i:.,•:::::. ILI WIDE MAX HWESR � APR 16 1999 SIDEWALL SILL ANCHORS 1R' DIA. BOLTS AT W -W O.C. MAX. OR SIMPSON MAS AT fr-W O.C. MAX SFCTIQN A - A (SEE SWDEWALL FOUNDATION DETAILS 72724010.10) SECTION B . B (SEE ENDWALL FOUNDATION DETAILS 72.724010.9) SFCMN C - C (SEE ENDwALL AT PORCH FOU i iTION DETAILS 7272.0010.11) SECTION D - D (SEE SIDEWALL AT PORCH FOUNDATION DETAILS 72.720010.11) I SECTION WIDTH 1 I I Notes: 1. Porch may be located on ek1w hd at either end 2. 19'-B' is nominal 20 Wide. 31'-W is nominal 32 wide. TAKE -1 FOR MAL PEKW �-LENGTH OF -4 PORCH VARIES (SEE NOTE 1) SEE FLOOR PLAN FOR LOCATION OF ENTRY DOOR 31'x- MAX 19'-4: MN. (SEE NOTE 2) SEE�HOME INSTALLATION MANUAL FOR PERS UNDER PORCHPOST I DOUBLE WIDE WITH HALF PORCH Cakid■tloeM Nunlbets TABLE 1 . QHS:.:.. Y� End W@M S■ AneAas - MML HNpM 12-9' 1 SECTION LENGTH (MAX) 20 PSF Wind D* Wpn Pn M 25 PSF Wind DOOo Pik ev W Sof MAS Alndwr 1R' 90 MAS AWw W 31P O.0 W O.C. 2r OZ 2r O.C. 7e' 31' O.0 29' O.C. 2-r OZ 22` O.C. FEDERAL MANUFACTUPEn 0 End WY SO Anftm - MOL Mood 13=10' (MAX) 20 PSF Wind D@ Wpn Pmmm 25 PSF Wind D@"p Pw 17 Bod MAS AWw► 12' Boa MAS Amhw 99' 32' O C 30' O.C. 2A' O.0 23' O.C. 7W 27' O.0 2r O.C. 21.OZ 20'.O C. DOUBLE WIDE WITH HALF PORCH Cakid■tloeM Nunlbets :.::.:.... :.... . QHS:.:.. Y� � �' I-Tw.• Y..�,h... . _ biw FEDERAL MANUFACTUPEn 0 Cao�lplr010M M FiMwod E Mr. J HOUSING CONSTRUCTION LiJTITLE b C.AFCTV CTANnA0OS CONCRETE PERIMETER 'o C X32 WIDE MAX HWESR � APR 16 1999 AZ IND REV _ .... 2-0010.fi A ::.Pam3.31-eta Q > . +.ham t• MAIN LINIT BLOCKING —o - BETWEEN FLOOR jot= __ PONY WALL STEM WALL PER TABLE I ON 72-724XIMCJ SECTION C - C VIEW A - A (PORCH AT END WAW t w SIDEWALL PORCH ZV PLYWOOD OR RATED SHEATHING PORCH Man Xom vmm FASTEN TO POW WALL FRAMING WITH N NAILS AT 4* OZ. ALONG EDGES AM I Ir LATHE FEW B FEW INSTALLED PLATE MAINLINIT BETWEENJOISTS I SVEWAU FRNMO MAX. I PONY WALL FRAMING SUPPLEMENT TO -THE INSTALLATION MANUAL - (2X4MK) MA ffv"pwcAALQ) STEM WALL MAN UNIT END WALL PORCH CD HOUSING CONSTRUCTION -TV STANDARDS LAJ PLANT WALLED 31W X 24 Gk END WALL SAP C—) OW WITH 10 NAILS AT 21? OR ad NALs AT r O.C. A-* ------------- APR -16 1999 ro 0 0 0 a 0 6 :T FIMD WTALLED led NNL3 AT . . .. .4. f.:. MAIN BEAM %• 2 vr O.C. OR ad NAILS AT r O.C. N• A MAN BEAM NEED NOT BE o— Ur MAX POCKET IN SLWPWM BY STEP WALL AS LONG CONCRETE STEM WALL AS DAN m 4" mmgw%gmm AT "W -A. MAX. MAIN LINIT BLOCKING —o - BETWEEN FLOOR jot= __ PONY WALL STEM WALL PER TABLE I ON 72-724XIMCJ SECTION C - C VIEW A - A (PORCH AT END WAW t w SIDEWALL PORCH ZV PLYWOOD OR RATED SHEATHING PORCH Man Xom vmm FASTEN TO POW WALL FRAMING WITH N NAILS AT 4* OZ. ALONG EDGES AM I Ir LATHE FEW B FEW INSTALLED PLATE MAINLINIT BETWEENJOISTS I SVEWAU FRNMO MAX. I PONY WALL FRAMING A (2X4MK) MA ffv"pwcAALQ) STEM WALL Note: 1. Fmrns around dmoucdm such as pkmt*tg or chassis canporwrds. % ;L -n k 4 .. Y 3 Iff WIDE X 26 Q& STRAPS IIIETWEEN BLOCKING WITH ted NAILS AT 9 O.C. On w 14PULS At 4*09. NM MAIN WTBLOCKING, AND PONY WALL PLATE SECTION D - D VIEW B - B (SIDE OF PORCH) PORCH FOUNDATIONS cmaeulmllan Nunlbara PR0PWTMT"WC0WW8fnAJL TIN" OEM" 0 pladmal Im jRL oculls CONCRETE PERIMETER FOUNDATION DETAILS FOR 32 WIDE MAX HOMES AZ FIEV. 72-72-W10.1 3-31- ... FFDi;tAL MANUFACTURED C.;j CD HOUSING CONSTRUCTION -TV STANDARDS LAJ SAP C—) :¢.: CL APR -16 1999 % ;L -n k 4 .. Y 3 Iff WIDE X 26 Q& STRAPS IIIETWEEN BLOCKING WITH ted NAILS AT 9 O.C. On w 14PULS At 4*09. NM MAIN WTBLOCKING, AND PONY WALL PLATE SECTION D - D VIEW B - B (SIDE OF PORCH) PORCH FOUNDATIONS cmaeulmllan Nunlbara PR0PWTMT"WC0WW8fnAJL TIN" OEM" 0 pladmal Im jRL oculls CONCRETE PERIMETER FOUNDATION DETAILS FOR 32 WIDE MAX HOMES AZ FIEV. 72-72-W10.1 3-31- C®F FIRE SAFE REQUIREMENTS AP# xD r O PERMIT # O _3 TIyy NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [X] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail -ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the land owner. Driveway Standards [X] 1273.02 Surface. All driveway surfaces and structures 1273.07 (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. [X] 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [X] 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. [X] 2. the length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [X] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [X] 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. 1273.11 Gates [X] 1. Gate entrances shall be at least two feet wider than the roadway it serves. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. CDF FIRE SAFE REQUIREMENTS AP# PERMIT # NAME Fuel Modification 1276.01 Setback for Structure Defensible Space 1. All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [ J 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See other requirements below. [X] 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. Other Requirements [ j If Building Setback is 15 to 30 Feet: Class A or B roof Enclosed Eaves [ J If Building Setback is Less Than 15 Feet — Class A or B roof with enclosed Eaves and: Choose any 2 of the following: - Metal or no doors on side toward property line with insufficient setback - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 10% of wall area toward property line with insufficient setback - Siding from the following list: Stucco — 3 coat Hardi-Board or Plank Masonry Masonry Veneer Metal Other Butte county Fire Department approved materials Date Sigynature 2 Vector Dynamics Foundation System INSTALLATION INSTRUCTIONS for the State of California Version 912120o3 ' F] INDEX Approval SECTION PAGE NUMBER RELEASE DATE UAMMACMso>Iorden�OMAawn Folmimm0N sysum ZM= ASD aAMY Orme Mn INTRODUCTION '2 ' 9/2/03 APNUNW GENERAL INSTALLATION 3 9/2/03 WRiBcrrnoORRRcrlolglitMtp PARTS LIST 4 & 5 9/2/03 AF�VALDn=MyrAVi110R11XGKAPM0VRA OMMON8 OR DOVIATICIN FROM RBQUM0&W» LONGITUDINAL DEVICES 6 9/2/03 arruaASl.eUAW LAWS AxI'ReoUXAy PIER HEIGHTS 7 9/2/03/ WtedC�ihod� �0ComeftDsvdW&'r SETUP INSTRUCTIONS 8 9/2/03AMST / FOOTER SIZES 7U HwAMvW2*c= 19 F44-65 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 If. - SINGLE 13 9/2/03 - DOUBLE 14 9/2/03 p PROFESS `�,ttE M. - TRIPLE 15 9/2/03 V -DRIVE & PIER SYSTEMS 16 SOIL CLASSIFICATION 17 CONCRETE INSTALLATION 18 & 19 COMPONENT PARTS AVAILABLE UPON REQUEST 1 11 nRCC 1 on ncc, ! 9/2/03 9/2/03 9/2/03 04- 344 4 Groo6& BUTTE COUN 1_� RUIL DING DEPAR W 4P F ROVE` 12 / y/oy C,4 co 0 N 0 rn O Tie Down Engineering, Inc. VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS 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.. I 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 a - SITE PREPARATION It is necessary that the home site be properly flowing beneath the home. p p y graded and sloped to prevent water and moisture from standing or 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. To cut PVC or lumber (2 - 2x4's,1 UMBEoRjMdjustablesteeT omm�re SonEme center compression section,when using concrete blocks for piers, measure center tor enter frame (I-beaper Vector m) disfor - 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 01" 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. 3 9003 Page California ce �e tt osee ass oes: Pa 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 Concretq # 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 E ib 7t 06EE 199 (�Ec Vector Dynamics Foundation Systems Longitudinal Component Parts List Longitudinal Stabilization Hardware Kit # 10733 - (for use with 59018 Vector System, single stack block sets only - Lon . gitudinal nly_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 s 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. ISDI ! I C2 I. Longitudinal Foundation Pad 2. Beam Clamp (2 per system) 3. Longitudinal Strut (2 per system) 4. Tie Bracket (2 per system) Combine Vector Dynamics & LSD Note. Two struts =1 L.S.D. system. Can be used on one pad or slipt on opposite ends of the home. Examples of Possible Placement: (Contact TIE DOWN for piacment in other Wind Zones) Wind Zone I Single Section Wind Zone I Double Section 18 Ft. Max. 32 Ft. Max. Forgreater widths use triple section design. Page 6 Wind Zone Triple Section 1 1 1 1 1 1 1 1 1 l 1 I 1 48 Ft. Max. Wind Zone I Tag Section r i California 9/2/03 50 In max. 1 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. 501r max. Uneggal Pier >♦pinntc 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. California 9/2/03 t r ;M;- l� 1 ...... .....�� 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. California 9/2/03 sv CD u WIND ZONE Ir SEISMIC ZONE 4 "- Vector Dynamics Systems Required for I I♦ \ Single Section Homes (Materials Required) - - section home a 72 it single �XamPie of I I Note: L.S.D.= Longitudinal Stabilization Device See Page 6. sv 0 cv WIND ZONE I \2 sq. ft. pad/ Soil Classifications: Soil Bearing Capacity: Anchors Required: symmetrically as possible along the length Of the home. Pier spacing must be 2, 3, 4A, & 48 consistent with home manufacturer;' 1,000 PSF minimum instructions and/or state requirements. 30" with 2-4" helix anchor (59095), 12" stabilizer plates (59292) 1-1/4" fram ti Home Length Vector Systems Anchors Required e es Required Per Side or 24" Pier 24+" Piers LS.D. 0to72' 3 2. 3 2 73' to 90' 4 •3 4 2 Each Vector System requires one of the foflowing: 1-44 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) r , WIND ZONE It SEISMIC ZONE 4 "' u ° Vector Dynamics Systems Required for tt (Double Section Homes ' (Materials Required) - - _ ome � O M N V w m co 0 W NOTE Vector Systems should be spaced as symmetrically as possible along the length of home. Pier spacing must be consistent with manufacturers' Instructions and/or state requirements. No anchors required. For pier heights up to 46" for WIND ZONE 1 28'-36' wide, 38" for 24' wide. See Pg 12 for high pier instructions. 2 sq. ft. pad Soil Classifications: 2, 3, 4A, & 4B= Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': None ('Marriage wall anchors may be re wired b hom f Home Length Vector Systems Required M Anchors Required Per Side y e L.S.D. 0 to 40' 2 0 2 41' to 66 3 0 3 6T to 84' 4 0 4 85' to 90' 5 0 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) mann acturer) Note: L.S.D.= Longitudinal Stabilization Device See Page 6. WIND ZONE I, SEISMIC ZONE Vector Dynamics Systems Required for Triple Sedion Homes (Materials Required) W NOTE: CD When a pier height at Vector locations exceeds 46", an j anchor must be used on the outside wall/beam at that approximate location. 1 � 1 4 ctio(I ho ys ems' -ft m�1ti steor a vect°� I ws ge^e of a i e al sPacln9 OLM Tag or__ --- full triple 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. W 2 sq. ft. pad 2 sq. ft. pad Soil Classifications: 2, 3, 4A, & 48 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 0to48' 2+2onTag 0 2 1 49'to71' 3+2onTag 0 2 1 72' to 84' 4+ 2 on Tag 0 2 2 85' to 90' S+ 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) vv11vl1J L -UM 1, bt:W IC ZONE 4 (H' h P' - ------ _ �g ter SeTS] Vector Dynamics Systems Required for Double Sedion Homes (High Pier Sets with Dia gonal Ties) home se %on P1e a double{ MIt a. .. 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. 0 0 ` WIND ZONE I Mex. Height Unit Width See Page 7 es hOn � FeE�lll spad,ID Sq. tL Soil Classifications: 2, 3, 4A, & 48 Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 2-4" hero anchor (59095), 12' stabilizer plates (59292) 1-1/4 frame be 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) WIND ZONE II, SEISMIC ZONE 4 (Hurricane) I ♦. 1 ` Iv CO 24" N CD w Vector Dynamics Systems Required for Single Section Homes I ♦ (High Pier Sets with Diagonal Ties) : _ e fiction Y%00 to dal 9uiS%vde1ine5' _ 1e S veo%� mai _ J, 01 3, �n ca sp glume°r Stal1a�ion ' I I EXa t% StO Is 9eust be to ° 1 1 111usratndspadln9m ♦, 1 I nd'oon pa s Fou - - 1 WIND ZONE 11 (not to scale) Soil Classifications: Soil Bearing Capacity: Anchors Required': 2,3, 4A & 4B 1,000 PSF minimum 30' with 4' helix anchor (59095), 1-1/4' vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Equired per side LSO 0 to 48' 3 5 2 49' to 60' 5 6 2 610 to 72' 6 7 2 73' to .84' 7 8 2 85' to 90' 8 9 2 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. T �Each Vector System requires one of the following: 2 sq. ft. pad 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) WIND ZONE II _ SEISMIC ZONE 4 r ` Vector Dynamics Systems Required for - " " " - home s. ` ` Double Section Homes _ _ _ - - - " ~big sec stems. sYst ms. gv►ae�ine + _ -�� 72 �t do acing tot auation ma EXampl holds gene be tP home inst _ ""Us' acingm ss ' on pads a _ r oundat� "r r r ,r - - -• • --J-�UMWIo CIUMI wmpression (see parts list) n WIND ZONE 11, SEISMIC ZONE 4 Vector Dynamics Systems Required for Triple Section Homes - - _ - -Seronto � ys ems (Materials Required) - ' " ' t multi for Vec n 0 rJ c 0 CA) 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': ' `� 1-;i:: '.c. it ;.. `�� �.`V �!.�f_, � .._ ,•'� Va 0� J'.,�.,1.7•J,..i+: �� =��c-�C„.iC.,� ti' " � oval G.i. ��•_�� _ I � y <!�t ���• �J� ��1 r•_�•_ rag ori 2, 3, 4A, & 4B 'A 111 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: 1-44 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adustable 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 04 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 - 04 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_ for rocky a re used p"I In ion 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` -45 a$C42/03 i.e i9i ri �Fcc in9 ncG 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 46 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 413 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 Pad(s) 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 Engine-erlamlliarwith site ' conditons 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 (gale 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 pE for concrete footer Page 18 California Wood Cap and wedge Outside Tension Bracket Wedge Bolt 9/2/03 Vector Dynamics System for Concrete Applications 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 T Inside Tie Bracket Compressii boards of PVC Pipe Vector pad for concrete Concrete footer U -bolt ! t+ Page 19 California 9/2103 r L�iMD Woodland Park Series 34038 • 3 Bedrooms • 2 Baths • 940 Square Feet 011 MIF,.. _. R0 r(.,44, - ' ' , OPT. LINEN/ auisr L05ET OPT. DEN 10'-r' x n' -a" OPT. RECE55ED yy @ I �g p` ay ENTRY AUS I G ®EPPART* k Fleetwood Homes reserves the right to change colors, prices, specifications, models, dimensions and materials without notice. Rendering and diagrams are meant to be representative and, in keeping with -Fleetwood's -policy of constant updating and improvement, may vary from the actual home. All dimensions are nominal and approximated. Square footage is measured from exterior wall to exterior wall, and is an approximate figure. Length indicated in floorplans is floor length only. The length of the hitch is not included. (Add four feet to arrive at transportable length.) Ask your retailer for specifics. PRICES AND SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE OR OBLIGATION. SMV 17/MAR03 C NEAT TAPE NNCCEpT ml FLCM • � � W A w rwv ��35�rr - - — •— — EG= '.lot—go pq- 3y� Sam 8� cm - BUILDING DEPARTM NOTES / LEG Ar 0 O Fmrrrt a CMMV . Nhb Sw Arw awBeTwo amok" pow &00 Air A oft ' � Pool ftbm A} SNI= W ftloN MC2 7� Cr W 1I So SoraAoetlas pd ,or OWhod Ir p� 60 v m mom' Ort a z. mftw.mw MR"3) Ilp v)3 j esawtwwfrat smik mod por, book" m 1 I 1 rwv ��35�rr - - — •— — EG= '.lot—go pq- 3y� Sam 8� cm - BUILDING DEPARTM 4' 1 DEN % STUDY 115-9 SCS FT [71- 3658 40'—a't Ell APPROV- -FDz PFS Corporation I!acrw4n.4. 1411 H� fltf�dt;ftimd Home Construction & Sdety Standard NOTES / LEGEND p ft-0 aim &M = She O Fm _ O Mao sm" M1 ■ Door 8r TOM m F]smw pest an Q X10 Air f�Ow► o Nr 9�opQr O 9b�d O Put AirGrft 4W10 9nmo 1) a.. SodbdbnE show wd oplw v4• of hwd 23 TftfbwphmmW Mhum •anand Erne. MOP mets tr warn wo/or 1*0 Mw 3) fq� obboW Elmo+ .En Wn Om S .alt vet. on mud t• w�r++et�aa m.mr • so .i+doa CA-_ - Lo - - POST LIVE DATA LOAD: 30 LBS. WIND ZONE: 1 PERIMETER PIERING BEOUIRED LABEL UNIT WALL 1PAMEL ITYPIE I LAIEL LOCATION !UNIT INST LOAD HEIGHT BEARING POST PIER LOAD- BEAM A INWO FIELD 11EOIJIKES AGGRESSIVE FASTENING PATTERN A 1266 115 3/1" 1.15 32 2600 TJI A e 8 1266 115 3/1' 1.15 32 31-1' TJI { 38-8' - 10'-0' 3186 715 3//" 1.15 1'-9' e 7'-2' - 9 -II' 8 3188 115 3//' 1.15 ;A 21 -II' - C 27'-1' A' 3811 IIS 3//' 1.75 /0'-0' C 27'-1" a 3671 115 3//' 1.75 N2000TJI D /0'-0' A 1376 115 3/1' 1.75 D 10'-0' { 1316 1•S 3/1' 1.75. EMPTY PIER LOAD IS COLI INED IN NUMBER ABOVE SHEAR WALL DATA SPLICE WIND ZONE: 1 DIMENSIONS LABEL UNIT WALL 1PAMEL ITYPIE I LENGTH I NOTE T{IB •� A A 1 I 156 El 2-10 1/1' 3. 26 STRAP 1 22--0 5/8' A A 2 1 ISG E. I S' -S 1//' 3.• 28 STRAP { A 3 156 E /'-/ 1/2' 3 R r ST{A► 27'-0' { A / 1'56 E S'-0' 3 i 26 STRAP INWO FIELD 11EOIJIKES AGGRESSIVE FASTENING PATTERN •. ELF TT ,.fl18 FIELD IS COMBINED IN XIMBER ABOVE DOOR SCHEDULE SYMBOL I SIZE DESCRIPTION I GLAZI VENT U VALUE 3278 32 • 79 BLANK -INSWING 0.18 3679 136 . 79 BLANK -INSWING 1 0.19 ALLOWED TJI SPLICE LOCATION DIMENSIONS ARE F80M HITCH END LIVE LOAD: 30 LBS. 39' DRAWBAR ANGLE FROM - TO UNIT MATE FLOOR INFO 1'-8' A 0 JOIST MATERIAL 9'-11' A D A e 21'-10' A { . 31-1' A { 38-8' - 10'-0' A -8 0' - 1'-9' e A 7'-2' - 9 -II' 8 A 13'-11' - I6-8 — B ;A 21 -II' - 21'-10' 'e .1 ' 29'-I' - 31'-7' e A /0'-0' 6 A CHASSIS INFO M.R. SPACING 99 1/2' I -BEAM SIZE 10' DRAWBAR LENGTH 39' DRAWBAR ANGLE 90 FLOOR INFO JOIST SIZE 2■6 JOIST MATERIAL SPF JOIST SPACING 1 16 Michael :Frey.. 2004.04.23 14:37:02 -05'00' l'Sl A31 0S Po/,#OZo 31Y0 am A HVAIV :Ae NNYM S33dS IMILL 31111 ENUAY80. 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U FF FiOM OPT _ ® SMOKE ALARM s IN Frim s ffl OPT. 6 I 'OPT. s. Yf603G SMOKE ALARM rs s t o sLIGHT FIXTURE MTH 1 °ATM 2 3 ' APPROVED ® EXHAUST FAN UTLtTY a 30 CPT FA on ff1 *TS Corporation VCP VIDEO DIGITAL 41 �, QT067 I CABLE PANEL Bp OPT. �, Madison _� p VIDEO DIGITAL b s CABLE OUTLET 1 04 MUD Manufactured.,' .. _ r. DIND6IEA I %:_„; :'.., #IOfli@ FAN FAN W/LTGH s 1811 ; Consbuction & j PANEL BOX ry ff1 .b T -. A % Safety Standard _ RAG RETURN AIR T: C s T b GRILLE 3 V4 Q Q FLOOR 1 m REGISTER r s '��—`\ r �) LOCATION / OPT. AIR SUPPLY ' OPT. \ OPT. OX SUPPORT POST �'\ Q SIEARWALL U-1 r AO 140 s 40'-D” -..._ . - © 140 s 4(Y-0' s { T Y169991 rz991 y, - Fi Y36599i - ,- ri=1 WOODLAND 40-0" 17 . ePFWX)UCT WAC A WOODLAND PARK .. ..• sora ►A..- d 340Y V _ DAM?G TITLE FLOOR PLAN THIS FLOOR PLAN AND ATTACHED OPTION DETAILS (IF APPLICABLE) . IS DESIM TO MEET THEFOLLOYYIPG STRUCTIkiAL REQUIREMENTS: DATE: 03/17/04 - WIND ZONE(S) 1 ROOF LOADS) 30 Ibs 9ff , PERIMETER PIERING REQUIRED WHEN ROOF LIVE LOAD > 20 psi "' FP.1 A LAV HOT WATER PLUMBING APPROVED:- P-FS Corporation .. -Madison M - 4 225/04 . :.HUD -Manufactured .Home Construction & Safety. taridim L E G E N D F/S RANGE (5.2M BTUH) ' E-- TEE - _ L_ 90• ELL ' • 1/2- PIPING 3/4• PIPING .. . • ... _ - .. 1'PIPING ' _NOTES: SYSTEM COMPLIANCE ' '. .... _... . WITH FEDERAL MOBILE HOW STANDARD IS '^' /� I� ►!�/ I"I (34M PROVEN BY: 1. CERTIFIED TEST NO. .$TUI) WA FOR WA 2. SECT.280.70501 30' COLIMJ LENGTH FOR ENTIRE SYSTEM OPT DRYER '(22M BTM) INLET .._... ,FURN (90M BTUH) _ - APPROVED -.PFS Corporation _ adison W1-Yi. �p 2/25/04 WOODLAND HUD Manufactured 17 - i some PR=T LPE V WOODLAND PARK Construction .& _ .: { Safety Standard lCM ND. 3.403 D&4WUG TITU PLLMING GAS DRAW BY: AIVAR K. DATE: 02/04/04 ' - sa FIEV " PLG,1 APPROVED res Cogmmtio„ Madison Vn - 4 * 4MV04 fm mmmbcbw" Mooso Consbuetloq 4L Sir Standaird .A LIVE OPT. \ I NOTE: RECESSED ENTRY OPTIONS ARE NOT:AYAILABLE WITH 18' INTEGRATED DORMER P36 m Y3fiS991 y lid TT -2 V4' U -I 40'-0" a SQUARE QF!'T=a�cn r.►�rov 0 ' OPT. LIVING / AF can V36Y99i vmw TT" -2 1/4" V -Ir 40-0' D RELOCATE FRONT FNTPY _ O$991 1365991 X6 S 40'-0' AA ANGLED RECESSED ENTRY J DPT. ML �OPT. LIM RKl ` W -r -T- I Y3669s1 Y ertn V365991 TT -2 1/4- ==L Uy_B. L-- 40'-0" OPT DEN A L E G E N D RECEPTACLE SWITCH OT THERMOSTAT ® SMOKE ALARM a SMOKE ALARM ri HJ416vTiCN LIGHT FIXTURE ® EXHAUST FAN VOCP CVIDEO DIGITAL ABLE PANEL BOX a0 VIDEO DIGITAL CABLE OUTLET jFAN FAN lY/LIZHT j PANEL BOX RAG *RETURN AIR GRILLE 0 FLOOR REGISTER .� CROSS-OVER LOCATION / AIR SUPPLY @.SUPPORT POST QS1EARWALL A 140::.40-D" © 140 x 40'-,D-. C Y WOODLAND 17 WOODLW PARK NOA 3B PLANNSVAR K.17/04y,q AM 4 V-4 d ci to' 0 CL 40 b ti ti 4 V-4 to' 0 CL 40 b 4 V-4 SUPPLEMENTTO THE INSTALLATION MANUAL - aEE FLooR PLAN FOR tENc;TH oFHotisE — - — i� SEE FLOOR PLAN FOR 1 LOCATION OF EMRY Dam , 4'4' mAX. FROM —— ENDWALLS i1�Kx) STEEL FRME RALE 8 8 - fVWUFr WACVQ TYPICAL WTERIOR PER ON 1 ' 1 � (SEE DETALS ON 72.720010.7) SEE END WALL 1 1 SILLNXHORTAM MAX MATNGLWE — --�-- ' M''0' MND (SEE 1 NOTE 3) ' TYPICAL MATING LINE PER ' (SEE DETAILS ON 72-72.OMOA) i ' • B ' B ' OFFSET -&4 1 1 (SEE NOTES e--- --�--- A --�— — �— —� 1 1 AND 2) I ------------------ ----i ------------------------ ' S®EWALL SILL ANCHORS 117 WA A SEE FLOOR PLAN FOR BOLTS AT V4 r O.C. MAX. OR � i LOCATION OF ENTRY DOOR SIMPSON MILS AT 6'4' O.C. MAX FLOOR PLAN FOR LENGTH OF HOUSE (rs'-(' MAX) Offset may occur at either or bath ends of house. 2. Length d offset varus. 1W4r is nominal 20 wide. _ 31'4r is nominal 32 wide. DOUBLE WIDE WITH OFFSET FLOORS ,tST Gle tok "WE YE� Ir 0 NE d M .e?.7xrooer�cr*.:,;:.M.::;>�v;:.............�:•::::r:..x::..w••.:.o........ nlr•OYd Pboond 6r�Narm 0022095 CowpW01MbyFbWwwdENwwb=bL '"` Ft ER& MANUFACTURED :•= p HOUSING CONSTRL,CTION CONCRETE PERIMETER SAFETY STANDAPDS W FOUNDATION DETAILS FOR Z 32 WIDE MAX HOMES APR 16 1999 rrAnna NO. REV. Q 72-72-0010.3 A Pow 341-90 - — t lk TABLE 1 End war SII Anchor$ - Me1,e.h@W 1744 SECTION LENGTH (MAX) 20 PSF Wled Daipn Prawn 25 PSF Wind D*Wp Pwaaun Vr Bot MAS Anchor 12' Berl MAS Mena Or 3e' OC 34.O.C. 2e' OC 21' O.C. 7e' 31- OZ 2p' O.C. 24- O.0 22' O C. End VM SN AnCh" -Maxh9W9 1TA W SECTION LENGTH (MAX) 20 POF Wiwi Daalpn Peapwn 25 PSF Yb d Daalpn Poraawn 112' Bot MASAndw_j WON MAS Anchor w 32' OC 30' O.C. w O.0 2T O.C. 7e' 2T O.0 2:6' O.C. 21- O.0 20' O.C. Offset may occur at either or bath ends of house. 2. Length d offset varus. 1W4r is nominal 20 wide. _ 31'4r is nominal 32 wide. DOUBLE WIDE WITH OFFSET FLOORS ,tST Gle tok "WE YE� Ir 0 NE d M .e?.7xrooer�cr*.:,;:.M.::;>�v;:.............�:•::::r:..x::..w••.:.o........ nlr•OYd Pboond 6r�Narm 0022095 CowpW01MbyFbWwwdENwwb=bL '"` Ft ER& MANUFACTURED :•= p HOUSING CONSTRL,CTION CONCRETE PERIMETER SAFETY STANDAPDS W FOUNDATION DETAILS FOR Z 32 WIDE MAX HOMES APR 16 1999 rrAnna NO. REV. Q 72-72-0010.3 A Pow 341-90 - — t lk I SEE END WALL —'O'j SILL ANCHOR TABLE MATING L*E— r B SUPPLEMENT TO THE INSTALLATION MANUAL Ilam FLOORRANFOR LIMMOFHOWE . (me I'm mw TrSEE FLOOR PLAN FCR U=71C01 OF ENTRY DOOR S9)EWALL SILL ANCHORS W Ott LA BOLTS AT W -W O.C. MAX OR SRAPSON MAS AT A'-0.O.C. MAX SECTION &A (SEE SIDEWALL FOLMDATION DETAILS 72-720010.10) SECTIM 9 - a (SEE ENOWALL FOUNDATION DETAILS 72.72 MU) SECTION TABLE -1 wom FOR MAX HEXW Li Notes: 1. 18'-8' Is non*W 20 wkIL :31'-V is nominal 32 wide. FEDERAL MANUFACTURED Cl :-,,:CD HOUSING CONSTRUCTION W-.-..&SAFVW%TANn,4 o OS Z. CD .Q¢- *, APR 16 1999 31* -0* MAX IWW MIN. (SEE NOTE 1) SEE FLDOA PLAN FOR LOCATION OF ENTRY DOOR TABLE 1 7 End WWW And ms- Max. HsW ir-ir �—Slrmm#mmu SECTION LENGTH (MAX) IID PSF Wind Dmf . Pmmrw 25 PSF Wind Doop Pmesm IMAX MM"WAWG rtmm wing7" PER (SM DETAILS ON rl-rkWIC.In 3r O.0 3; oc. w o 2r o.c. 7W M- O.0 Zr O.C. . W O -C 2r O.C. TYPICAL MATING LINE PM r (SM WTMLS ON 72-72W0A) SECTION U30M AX) (MAX)-7 '20 PSF WM Duo Pt 2S PW WM Owign Pmw IW Bal Anchw ICBM MASAn&.w w arox 3r O.C. w oz 2r oz. 7T zr O.0 2A- O.C. , --v*oz 2r O.C. S9)EWALL SILL ANCHORS W Ott LA BOLTS AT W -W O.C. MAX OR SRAPSON MAS AT A'-0.O.C. MAX SECTION &A (SEE SIDEWALL FOLMDATION DETAILS 72-720010.10) SECTIM 9 - a (SEE ENOWALL FOUNDATION DETAILS 72.72 MU) SECTION TABLE -1 wom FOR MAX HEXW Li Notes: 1. 18'-8' Is non*W 20 wkIL :31'-V is nominal 32 wide. FEDERAL MANUFACTURED Cl :-,,:CD HOUSING CONSTRUCTION W-.-..&SAFVW%TANn,4 o OS Z. CD .Q¢- *, APR 16 1999 31* -0* MAX IWW MIN. (SEE NOTE 1) SEE FLDOA PLAN FOR LOCATION OF ENTRY DOOR DOUBLE WIDE CaleuWon Nun&m - 002208b oonm I TtA-' ilmd"softlowswe — pw-&). — 1M : 1 dFboomdl;,- I' v& - 0loFbshm=dfj@wsMjw E CONCRETE PERIMETER FOUNDATION DETAILS FOR 32 WIDE MAX HOMES 3-31 72-7 2-0010.2 TABLE 1 End WWW And ms- Max. HsW ir-ir SECTION LENGTH (MAX) IID PSF Wind Dmf . Pmmrw 25 PSF Wind Doop Pmesm ICBM MAS An&Ar 12' Bol MASAWW w 3r O.0 3; oc. w o 2r o.c. 7W M- O.0 Zr O.C. . W O -C 2r O.C. EnftmlSIIlAft ms- MOI. HsWtl 13'-10- SECTION U30M AX) (MAX)-7 '20 PSF WM Duo Pt 2S PW WM Owign Pmw IW Bal Anchw ICBM MASAn&.w w arox 3r O.C. w oz 2r oz. 7T zr O.0 2A- O.C. , --v*oz 2r O.C. DOUBLE WIDE CaleuWon Nun&m - 002208b oonm I TtA-' ilmd"softlowswe — pw-&). — 1M : 1 dFboomdl;,- I' v& - 0loFbshm=dfj@wsMjw E CONCRETE PERIMETER FOUNDATION DETAILS FOR 32 WIDE MAX HOMES 3-31 72-7 2-0010.2 r SUPPLEMENT TO THE INSTALLATION MANUAL IN RIZIUCTION These drawings show foundation details which are sppticabla to homes produced by subsidiaries of Fleetwood E:dorprisss, Inc. The foundation plan shown is general and is to be adjwted to noel the speciFic home being installed. The floor plan forthe home is induded in the htstallelion Manual provided with each home. The manual, floor plan and these details must be used together to establish dimenabris and loads for the foundation. Where the word 'MAX' W wed with a dimension. any distance up to but not exoceeding the dimension may be used Several alternate construction mdhods are shown. Any combination of alternates may be used from within those for the design loads applicable to the construction site. Foundation system details used shall be compatible with local said conditions. These design drawings are supplemental to the Installation Manual Details and dir onions of other types at foundations in the manual are not applicable to this design. GENERAL NOTES: 13. Mortar mit shall be Type S. Table 24-A of U.B.C. or 1 o part Portland ��' part hydrated lime and 4 1. Contractor shall verify site condltlans and all dimensions parts sand byvoinun*: ddo not use lure with plastic or prior to starting work Notify owner of any discrepancies. waterproof coment. 2. Ad work shall conform to the requirements at this design 14. Masonry grout shall be 1 part Portland Cement, 3 parts and of the building code adopted by the agency having sand, and 2 parts 3/8' gravel by volume, mixed to jurisdiction. pouring consistency. 3. Design loads followed shall be consisternt with the foot in load, wind zone and seismic zone as established for permanent buildings within a specific local area. 4. The ground surface adjacent to the hone Shap be sloped away from the structure with a gradient of at least 1/2" par foot for a distance of 6' or mora. Provisions shall be node for drainage to prevent accumulation at surface water. 15. In concrete block stem walls, place a minimum of 2 - #4 reinforcing bars in block with mudsill anchors: fully grout each cell containing rebars. In poured in place concrete stem walls, the minimum vertical reinforcing shall be #4 bars at 24' a.& 16. 5. Provide an 18' x 24' access crawl hole to underdloor ane. Provide under -floor area ventilation of a not area of not las 17, than 1 square foot for each 150 square feet of undw- loor area. Cover vent openings with corrosion resistant wire mesh not less than 1/4' nor more than 1/Y in any dimension. 6. Mating line piers shall be located directly below ridge beam support columns. Support post column locations an shown on the floor pian of the house by Ek - 7. Refer to the Installation Manual for ridge beam pier and main rail pier locations and loads. When spacing shown in in the manual is less than shown here, the manual Shap be followed. 8. Mudsill anchors shall be installed within 12' of each end of sill and at a spacing shown on the foundation plan. Mudsil anchors may be 1/2' dia. bobs or Simpson Strong Tie MAS. Anchor bops shall be set 7' into concrete. Anchor bolts shall be set 15' into concrete stem wale MAS Anchors shad be set into eoncreti per manufacturers specifications. 9. Stem wall may be built after house is in place. 10. Wall stems may be concrete or concrete blacks. 11. Concrete shall be 2000 psi minimum at 28 days. 12. Concrete blocks shad conform to ASTM C-90, special inspection not required Blocks shad be 6' x L x height desired for site conditions. 8' slump stone may be used in Hsu of concrete blocks. Reinforcing bars for concrete or concrete block foundation shall be defomed bars meeting ASTM A-415. Grad* 40. Lap all bars24'minimum. Ap:l'umb*r in contact with concrete shall be pressure preservative treated or a specie approved for use directly in contact with concrete. Individual concrete or masonry piers shall project at least 8' above exposed ground union the columns or posts they support are treated wood. 18. Compaction control not required when nominal backfill is 19. Contractor shall verify soil type prior to starting work Expansive sod conditions may require additional engineering. 26. Obtain from local budding authorities the exposure type (B or C) and wind speed (70 mph or eo mph) applicable to the foundation site. With these values. find the required Wind Design Pressure in the table below. Use the Wind Design Pressure to determine the required footing dinonsions. 21. These foundation drawings comply with the requirements of HUD Handbook 4930.3(Pemenent Foundation Guide For Manufactured Housing) foundation Type C2. DESIGN BASIS: — Uniform Building Code 1994 Edition — 70 and 80 MPH Wind Speeds Exposures B and C — 20.30.40.60.80, and 120 PSF Rod Live Loads — Seismic Zone 4 ASCE 7-88 & ANSI A58.14982 Cdcubdiian Numbers 0022095 U.B.C. 1994 EDITION WIND DESIGNPSF) PRESSURE woo sPEo oa WPM B C 70 15 20 so 15 25 PaP+�M wwd�rhl r+rtwir, d FbWWW a E n = C�iplif a 1/M M FM1d 6��r.lnt E CONCRETE PERIMETER FOUNDATION DETAES FOR 32 WIDE MAX HOMES Arma NO• acv. 3-30.99 72-72-0010.1 p FEWRAL MANUFACi'JRFn U J Q HOUSING CONSTRUCTION. AJ b SAFETY STANDARDS Q ' O APR 16 1999 Q Reinforcing bars for concrete or concrete block foundation shall be defomed bars meeting ASTM A-415. Grad* 40. Lap all bars24'minimum. Ap:l'umb*r in contact with concrete shall be pressure preservative treated or a specie approved for use directly in contact with concrete. Individual concrete or masonry piers shall project at least 8' above exposed ground union the columns or posts they support are treated wood. 18. Compaction control not required when nominal backfill is 19. Contractor shall verify soil type prior to starting work Expansive sod conditions may require additional engineering. 26. Obtain from local budding authorities the exposure type (B or C) and wind speed (70 mph or eo mph) applicable to the foundation site. With these values. find the required Wind Design Pressure in the table below. Use the Wind Design Pressure to determine the required footing dinonsions. 21. These foundation drawings comply with the requirements of HUD Handbook 4930.3(Pemenent Foundation Guide For Manufactured Housing) foundation Type C2. DESIGN BASIS: — Uniform Building Code 1994 Edition — 70 and 80 MPH Wind Speeds Exposures B and C — 20.30.40.60.80, and 120 PSF Rod Live Loads — Seismic Zone 4 ASCE 7-88 & ANSI A58.14982 Cdcubdiian Numbers 0022095 U.B.C. 1994 EDITION WIND DESIGNPSF) PRESSURE woo sPEo oa WPM B C 70 15 20 so 15 25 PaP+�M wwd�rhl r+rtwir, d FbWWW a E n = C�iplif a 1/M M FM1d 6��r.lnt E CONCRETE PERIMETER FOUNDATION DETAES FOR 32 WIDE MAX HOMES Arma NO• acv. 3-30.99 72-72-0010.1 p Nates: 1. Blank SUPPLEMENT TO THE INSTALLATION MANUAL 2. Fasteners shall be stainless steel or hat -dipped gofvanmd Hot.dgmd zinc -coated nalle shad be coated alter manufacture to their final form including pointing. hea ft threading or twisting. as applicable. Electrogahranaed or mechanically plated nags or staples, and hot -doped zine -coated staples, shad not be permitted. Staples and nails installed below grade shall be stainless steel types 304 and 316 as defined by the ANSI claesiFicstion. 3. The gravel base shall be not las than 6 inches thick and shall extend not less than 4 kwhes beyond ad the edges of the wood pads. 4. Gravel bass at footing areas within the zone of load influence to be graduated 3W to We gravel, or coarse sand not smaller than 1/16' grains, or crushed stone having a max. sae of 1 1/2", so constituted and placed to provide and allowable bearing capacity of 3000 pounds per square foot S. Each piece of lumber and plywood less than 6' from the surrounding soil shall be cut from material that has the following information permanently affaced: (See Note 6) a. Trademark of inspection agency approved by American Lumber Standards Committee (ALSCj b. Applicable American Wood Preservers' Association (AWPA) standard: Lumber........__....... Standard C-2 Plywood .-.— Standard C-22 c. Year of treatment. d. Exposure Conditions ... Ground Contact. e. Preservative used for treatment and retention level. f. Moisture Limitation ----- :— Ory or KDAT. g. Treating company and location. h. Lumber grade maridngs by and approved grading aprIcy to identify species and grade for structural purposes. 6. Where lumber is cut after treatrrlsM the sit surface shall be brush -coated with not Isar than 3 percent solution of the same preservative used in the original treatment, or shad be field treated in conformance with AWPA standard M4460 using 5 percent solution of pentachlorophenol, copper naphthenate containing a minimum of 2 percent copper metal, a 3 percent solution of ACA. CCA, types A. 8 or C, or a 5 percent solution of FCAP or ACC, or creosote in cont with AWPA Standard M" h .511. conformance 0 paragraph 1 TABLE 1 - FOOTING SIZE' SECTION PIN IN Pier d Asewabb So/ Bssri g Prwwate WIDTH (oz.) 1000 PSF 1b00 POF 2x00 PSF r te0e 1r x W tr x tr tr x 1r 11' 4• MAX. r 2410 it x it Irk u• tr x tr' 10' 3015 W 1 tr 1 1 14' tr 9a15 2r X 2r tr X /r tr B' 2MS /r X 2 r 1r X 1r tr x 15• 1S -e' MAX. r 32M tr X 2r /r X 2D• tr X 15' 10• 4075 24•X2!4' tr X 2r lr X tr Ir 4aB0 24• X 2r 2r X 20' lr X 2r Otln of IN asuah er maomw aaefh *Footing other dimensions contact area may be used 7. For additional orders ass 72-72-0010.1. FEQerZAI MAN ' 0 MOUSING CONSTR I V G SAFETY STAND O APR 16 1999 A INTERIOR PIER DETAILS Wt3D. BOLT OR 2rCLAD PIER TO r MM MAN BEAM rim APPROVED Phi CAPACIr AND SPACING PER TABLE BASE - NOMINAL 2 X TREATED WOOD OR OTHER APPROVED MATERIAL (SIZE PER TABLE 1) ING WM4) CONCAETE FOOTING MAY BE USED AS AN ALTERNATE METHOD 1 (SEE METHOD 21 Metal Pier on Gravel Base MAN BEAM - 2. IOK -FASTEN WITH 3. MAX.. ;2- ted NALS. TCE WILED. AT EACH END OF POST. ,4 X 4 MBL POSr— -SPACMIG PER TABLE r MN. -Mw.1 ire x 1 to x tAr x LENGTH OF WEDGE. ANGLE FASTENED TO POST WITH ed NAILS (ONE EACH SIDE OF RAIL). WOOD WEDGE OR SHY, WEDGE TIGHTLY X 6 X tr MIN. (TREATED) METHOD 2 Wood Support MAIN WAM loj wood WEDGE ori a' NIM 2 X TRU? D WOOD WEDGE T MTLY 2{' NAL rxrXlrM CONp{ETE aoNc:ieiTE RTOCKS ARL FOOTING BPACINO PEA TABLE 1 •• IFCM WW M I ANDLENffTH METHOD 3 Concrete Block Without Cep Grout NumberU:ME PRiETARY AM CONFOENTIAL dFYdtmdEWgm=ML CONCRETE PERIMETER OUNDATION DETAILS FOR 32 WIDE MAX. HOMES NO. REIT 72-72-W10.7� 8:: *Footing other dimensions contact area may be used 7. For additional orders ass 72-72-0010.1. FEQerZAI MAN ' 0 MOUSING CONSTR I V G SAFETY STAND O APR 16 1999 A INTERIOR PIER DETAILS Wt3D. BOLT OR 2rCLAD PIER TO r MM MAN BEAM rim APPROVED Phi CAPACIr AND SPACING PER TABLE BASE - NOMINAL 2 X TREATED WOOD OR OTHER APPROVED MATERIAL (SIZE PER TABLE 1) ING WM4) CONCAETE FOOTING MAY BE USED AS AN ALTERNATE METHOD 1 (SEE METHOD 21 Metal Pier on Gravel Base MAN BEAM - 2. IOK -FASTEN WITH 3. MAX.. ;2- ted NALS. TCE WILED. AT EACH END OF POST. ,4 X 4 MBL POSr— -SPACMIG PER TABLE r MN. -Mw.1 ire x 1 to x tAr x LENGTH OF WEDGE. ANGLE FASTENED TO POST WITH ed NAILS (ONE EACH SIDE OF RAIL). WOOD WEDGE OR SHY, WEDGE TIGHTLY X 6 X tr MIN. (TREATED) METHOD 2 Wood Support MAIN WAM loj wood WEDGE ori a' NIM 2 X TRU? D WOOD WEDGE T MTLY 2{' NAL rxrXlrM CONp{ETE aoNc:ieiTE RTOCKS ARL FOOTING BPACINO PEA TABLE 1 •• IFCM WW M I ANDLENffTH METHOD 3 Concrete Block Without Cep Grout NumberU:ME PRiETARY AM CONFOENTIAL dFYdtmdEWgm=ML CONCRETE PERIMETER OUNDATION DETAILS FOR 32 WIDE MAX. HOMES NO. REIT 72-72-W10.7� 8:: r 2.2xaNA0.ED TOGETHER AND TO FLOOR WITH 1ad NAILS r�J— SUPPLEMENT TO THE INSTALLATION MANUAL iAATTNG uE UNE - APPROV® Phi - (SEE NOTE 1 AND DETAL A) P ER sAIE - NADAAIUAI 2 X TREATED rIIDOD OR OnBi APPROVED MWERAL MOPER TABLE 211 rTQOF �DNCi 30L GRAVEL ME MMUNOTE 40M METHOD -1 r2-MOi M Metal Pier On Gravel Base MATZO LINE 04 REW ---� ,_' ...... ^.. 2 X O X r BLOCK WITH BHMS FOR TWINr FR r om oR r smam cDLL�Iv.N Una x /r — ^'-- ISTACK FULLY GROL AND REINFORCED MN. MN. FOR WIDTH AND LENGTH METHOD - 2 Poured Concrete orFullyGrouted Concrete Blocks MATING LUNE I 1 I 2 X TREATED WOOD PAD M"MNAy CONCRETE FOOTING 2xaxrsLomvm rY FOR TWIT FIT rxrx1rwL CONCRETE NOCIv rwLALLom 4• a4 REBAR X rMWTHAN"M 2 DaE �FOQT� � TAeui 2 R EACH DIRECTION) A POR te�TN METHOD 3 Concrete Block Without GM Grout MATING LINE DETAILS DETAIL - A . (DOUBLE EEPAIR O 2 PIERS) Notes: 1. See floor plan for minimum pier capacity under ridge beam support posts. 2. =support post loads may require double pair appUca i (see Detail - A). w -gum r 1 80 TAatJe 2 I ANDF011 W j LENGTN -01 ALTERNATE METHOD 3 rote Bock out Cell Grout :.: :, < E w QQ` R Q HOUSING CONSTRUCTIONW b SAFM STANDARDS cc APR 16 1999 °' <._ � p� _ 4 Q CakYlLLtiop NYLl im TABLE 2 0022095 A CONCRETE FoOTNG DMENSIONS FMN-i),it100 PaF SOL BEARING CAPACITY 1tE0 RIF MOPW IOOD P!F =DPW 1500 1r X W tr X it tr X tr tr X W tr X 12- r2000 20130 it x 1r /r x it 1r x it it x w tr x m 2500 tr x 2r W X W 1r x 1r 1r x tr it x 1r 3000 it x 2T it x 1r 1r x tr 1T x tr tr x it 3500 2r X 21' 1r X 2r tr X 1r tr X W tr x 1r 40M 24• x 2r 2r x w 1r x 1r 1r x lr tr x it I5o0 wX2T 2rxtr 1rx2r itxw wxts- am 2r x 30r 2r x 2r 1r x 2r it x tr w x 1r am 34'X2r 2rX2r 2rx/r trXW /rx11- 7000 3W X 3r 2r X 2r 24•X21' 1r X 2r W X /r am 3r X 3r 3r X 2r 2r x 2r 21' x 1r 1r x 1r sm 3r X 3r 3r X 2r 3r X 2r 2r X it W x 20• 10000 3r X Ir 3r X 3r 3r X 24• 2r x24' it X 2r 11000 J3rX4C 3r X 3r 3r X 2r w X2r a rxir :.: :, < E w QQ` R Q HOUSING CONSTRUCTIONW b SAFM STANDARDS cc APR 16 1999 °' <._ � p� _ 4 Q CakYlLLtiop NYLl im PROPiiETAAY AND 60111110" nrhAr• d FMIood F - I , ML 0IMabyFrwao/Etiww� a 0022095 CONCRETE PERIMETER FOUNDATION DAILS FOR 32 wwE MAX HOMES Anna �• i2-72-0o1.o.e_ TEV. A /1 J r; � is �Y.a? �•`. OVERLAP M 24' AST ft N. SPLICES (SEE NOTE 2)) r MAIL I MAN BEAM- ir MK 4 r MAX it MN. SUPPLEMENT TO THE INSTALLATION MANUAL Vr PLYWOOD X r WIDE STRP FASTEN WITH 2- ed NiuATr o:C. MAx SLLXTflEAPLATED ANCHOR BOLT M REJlARAT ae O.C. LIK IrMK - END WALL,FOOTiiO WIDTH (UK) r MAX FOOTING WIDTH 1M' . 27W uN 31-0' MN. (SEE TABLE 3) 20 0 20 PSF PSF PSF PSFIPSFtr 25 M 1r Ir 1? Vir 1r Stem Wall Connection is 13' Hr tr 1e'1P rl tr 20' tT t7'2r FOCITiiq WIDTH (SEETABLE A it ar 20' 12F SUPPLEMENT ENDWALL MIN. ---� r MAX FOOTING WIDTH •!� (SEE TABLE 3) ..A SECTION B -B rM '�� •• Endwall Footing and Floor to �' ' •. Stem Wall Connection �• RIM rl JOIST12* MN.2 X4 FASTEre� TO FOCITiiq WIDTH (SEETABLE A RiM'IoIST AND ALTERNATE SECTION 9- WITH ted MALS EndYYall FOOt�I oc. MAX.X (NOTAPPLICABLE TO r - 4EI urxI vzX12GA.X LENGTH STEEL ANGLE FASTEN TO Ra/ JOW WITH 012 X 1117 WOOD SCREWS AT S O.C. MAX_ OR b MALS AT r O.C. MAX. 12 X i 1? WOOD SCREWS T S O.C. MAX.. OR ed MALS ATr0.c.wmsLLpLA,TE.SILL X TREATED SPLATE NCHOR BOLT STEM WALL (TYPICAL) ALTERNATE R2 WITH RECESSED CROSSMEMBER RM JOIST 2 X 4 BASE PLATE. FASTEN TO RaA JOiST WITH $12 X 3' WOOD SCREWS ATS O.C. MAX. N. 3/r PLYWOOD X 7 -WIDE STRIP OR T X 30 GA. STiiAP. FASTEN TO BASE PL17E AND SILL PLATE EMIDWN•L FOOTINGS ND, w1 FOR vw11 H 2 - sd NAILS AT r 2 X TREATED SLL PLATE WIDER TH N 1r 11NC110R BOLT O.C. MAX •ANC►AOR BOLT (SEETABLE 3) WHERE REOUiiED ' • 2 X TREATED SPLATE .STEM WALL (TYPICAL] ALTERNATE #1 WITH RECE RIM JC ALTERNATE"WITHOUT Note: RECESSED CROSSMEMBER I. Footing is typical With a8 abmat@L 2. Required for stem walb aver 30' high, A•: -k ANCHOR SOLT STELA WALL (TYPICAL) ALTERNATE #13 WITH RECESSED CROSSMEMBER RSA JOIST REVIEW ANCHOR scu3Ir PLYWOOD W RM JOW AND SLL PLATE 11? 2XTREATED4'' MN.) FASTEN TORIM BILL PLATEJOiST AND SLL PLATE END WALL FOUNDATION Colculadon Numbers 0022095 WITH b NAL:SATr !�'• 4 9fCFAOR BOLT STEM WALL MIPICAL) ALTERNATE 115 WITHOUT RECESSED CROSSMEMBER 1M..O..inP � �airrs. w ane;;,4 �Mrp ..+e.rwi.r.i.r dFrwwa/ E+rnwr..Ina O 1M A� q�w�e 6rw�w Int METER �JND TION DETAILS FOR 32 WE MAX. HOMES j�'• Zamora REV. 72-72-0010.9 B FEDERAL MANUFACTURELI Q ..A 0 HOUSING CONSTRUCTION W O SAFCTY STANDAPOS O V � APR 16 1999 A•: -k ANCHOR SOLT STELA WALL (TYPICAL) ALTERNATE #13 WITH RECESSED CROSSMEMBER RSA JOIST REVIEW ANCHOR scu3Ir PLYWOOD W RM JOW AND SLL PLATE 11? 2XTREATED4'' MN.) FASTEN TORIM BILL PLATEJOiST AND SLL PLATE END WALL FOUNDATION Colculadon Numbers 0022095 WITH b NAL:SATr !�'• 4 9fCFAOR BOLT STEM WALL MIPICAL) ALTERNATE 115 WITHOUT RECESSED CROSSMEMBER 1M..O..inP � �airrs. w ane;;,4 �Mrp ..+e.rwi.r.i.r dFrwwa/ E+rnwr..Ina O 1M A� q�w�e 6rw�w Int METER �JND TION DETAILS FOR 32 WE MAX. HOMES j�'• Zamora REV. 72-72-0010.9 B CONTINUOUS 84 REBAA: OYERLAp MN. Dr AT SPLICES (SEE NOTE 2) 20• MK 3s• MAX C MAX. it MN. SDEWALL MN. FOOTING WIDTH TABLE BELOW RDA - PLATE —,J ALTERNATE#2 0' MAX SUPPLEMENT TO THE INSTALLATION MANUAL PLYWOOD X rlwmvw FASM WTTN2-WN AU AT sr C= MAX 40 PM OA4'= MAX RN<pm 2 XT:EAT®SLL PLATE ANCHOR DOLT 1ARMATl1.OL " f'tilL dim (COIATtfAo m ISECTION S' tem wd C and PAto Stam War ntlaelion VOL 2 X 4 FASTENED TO RM PLATE AND SILL PLATE WITH 1011 NALS AT tr O.C. MAX (2A PSF) OR A' O.C. 425 PSF) WIND 2 X TREATED SI L PLATE ANCHOR BOLT STEM WALL (TYPICAL) MK ROOF LL. SDEWAL!6 MK rJF) FOOTING WUM 20 TMJ 0 tr @TNA1120 14' 1 1? X 1 1? X 12 GA. X LENGTH STEEL ANGLE FASTEN TO RAA PLATE WITH V12 X 1 l r WOOD SCREWS AT 5' O.C. MAX. OR b NUS AT r O.C. MAX : =* PLYWOOD X 3' WIDE J STRIP OR 3• X 31) GA. STRAP. 2 X 1 t? WOOD SCREWS FASTEN TO BASE PLATE AND NOTCH FOR JIMSLL PLATE AT yr O.C. --J MAIC (2o PSF) OR 1r O.C. MAX WHERE REQUIRED 05 PSF) WPM. OR •d MALS AT �: • 2 X TREATED SILL PLATE Ir O.C. MAX. (24 PSF) OR 4- O.C. ANCHOR BOLT :• MAX (25 PSF) WIND ALTERNATE #3 •:••.• ` 2XTREATEDSILL PLATE ANCHOR BOLT STEM WALL (TYPICAL) ALTERNATE D1 RM PLA 2 X 4 BASE PLATE. FASTEN TO RIM PLATE WITH 012 X r 0 /,� vr (20 r � p�l : =* PLYWOOD X 3' WIDE J STRIP OR 3• X 31) GA. STRAP. — - FASTEN TO BASE PLATE AND NOTCH FOR BLL PLATE WITH 2 - !d MALS ANCHOR BOLT AT W O.C. MAX (20 PSF) OR WHERE REQUIRED 4.O.C. (25 PSF) WIND �: • 2 X TREATED SILL PLATE jj':• �� ANCHOR BOLT STEM WALL (TYPICAL) ALTERNATE #3 FiOO�WIDTH � Nota: TABLE 4 1. Footing is typical with al akomatas. ALTERNATE SECTION SIDEWALL FOUNDATION Z• fwd for Stam wags over 3W high. .. .. :,;4 a. w�gr>.... X. AM ANO CO FDOI TIAL A;::; E 1MOi0a ER 61 f Cakuit dm Numbm 1Ai,..�,w••+�.•�••+�•■«• +•�.�.�••r. FEDceZAL AAANUFACTURED Q 0022096. /M0 M:rww�r F�w�:. ra j p HOUSING CONSTRUCTION W CONCRETE PERIMETER > G SANITY ;TANpAfiOS FOUNDATION DETAILS FOR 32 WIDE MAX. HOMES cc Q APR 16 1999 A m No. REv. 72-72-0010.10 - C.. 3�1-9ti SUPPLEMENTTO THE INSTALLATION MANUAL SEE FILOOR(mr MILLWX4 OF r- 7�' 8ff ROOK PLAN FOR I'r '�� LOGTION OF EIfiNY OOOA SEE NOME INSTALLATION MAMAL FOR PERE UNDER PORCH POST 40 -01 MAX STEELFRAYERALa NERIFYOPACM TYPIL'A INTERIOR PER — SEE NOME ON HOUSE)Li<: ALLATiON DEE DETAILS ON 72r72bO10.79 SEE END WALLMANUAL FOR SILLANCHOR TABLE i;v:s:;:<:•;:; lNE MATING LdrE- a � "•',�;.,.x, • :: '•: MAX lw4r UK ME NOTE li TYPICALMATING LINE PER s;'��«' (SEE DETAILS ON 72.72.OMGJ) fill F-1 ------------------- ak >". SIDEWALL SILL ANCHORS 1Q- DIAL OF BOLTS AT V -O* O.C. MAX. OR SOAPSON MILS AT A•-0.O.C. MAX. PORCH VARIES SECTION A -A SEE FLOOR PLAN FOR (SEE SIDEWALL FOUNDATION DETAILS 72 -72 -oma 1I) LOCATION OF ENTRY DOOR SECTION B -a (SEE ENDWALL FOUNDATION DEVILS 72.72 -MOM SECT[ON C - C (SEE ENDWALL AT PORCH FOUNDATION DETAILS 72.72-001011) DOUBLE WIDE WITH FULL WIDTH PORCH TABLE t '. -, I SECTION WIDTH TABLE - / SECTION LiNiiTH OW4 20 PSF Wind Daalp Po m 25 PSF WMd D@Wpn;z—=; Vr 80 MAS Anchor IW9* I MASAnda► FOR MAX. 30.O.0 34.O.C. 2r O.02r I . I 78' HEXTNT I 2t O.C. DOUBLE WIDE WITH FULL WIDTH PORCH TABLE t '. -, End Well Sill Arohm - Ma Hatm 1•r -Ir SECTION LiNiiTH OW4 20 PSF Wind Daalp Po m 25 PSF WMd D@Wpn;z—=; Vr 80 MAS Anchor IW9* I MASAnda► w 30.O.0 34.O.C. 2r O.02r O.C. 78' 31.O.0 2r O.C. 2A- O.0 I 2t O.C. End WW Sa An0= - Malt.SECTM IMS f3�10- N 0") 2O PSF WW Daalpt Pmmm 25PSF WW D Wpt Plaaas 1? Boll MAS AMM IFZ 60 MASAat2w w 32' OA 30' O.C. 2r O.0 23' O.C. 7C 27.O.0 2Q' O.C. 21.O.0 20' O.C. DOUBLE WIDE WITH FULL WIDTH PORCH Cal we"n Numbers Down maw OW0101" a�h,fYt d FY..oar6r•p� ML O ttoa a Pr.t.Aoa E�.w U,4 E CONCRETE PERIMETER FOUNDATION DETALS FOR 32 WIDE MAX. HOMES A AZ a -N ..: �'�-0010.5 -A.. - . • MOUSING CONSTRUCTION '. -, & SAFETY STANDARDS ' a, v , It APR 16 1999 Cal we"n Numbers Down maw OW0101" a�h,fYt d FY..oar6r•p� ML O ttoa a Pr.t.Aoa E�.w U,4 E CONCRETE PERIMETER FOUNDATION DETALS FOR 32 WIDE MAX. HOMES A AZ a -N ..: �'�-0010.5 -A.. - . • ::... SEE END WAL SILLANCHOR TABLE MATINGS LINE SUPPLEMENT TO THE INSTALLATION MANUAL L,ocATIDN ar e+mr DDDR LMAX ttTiS FRAME RAILS z —,2�0� WNc—+� l Y NIPACNNYi ICAL WrEF1OR PIER oN Nottaq ME DETAILS ON 72.7II%00WM e-----�--- --�—--Q--—� i �a El—... TYPICAL MATING LIE PIER (SEE DETAILS ON 72.72.0010 r) C SIDEWALL SILL ANCHORS VP DUB BOLTS AT V4r O.C. MAX. OR SIMPSON MAS AT W -W O.C. MAX. SECTION A -A (SEE SIDEWALL FOUNDATION DETAILS 72.724010.10) SECTION 8 - 8 (SEE ENDWALL FOLINDATION DETAILS 72.72-0010-1) SFCTION C - C (SEE ENDWALL AT PORCH F'OUNDATICN DETAILS 72.72.0010.11) SECTION O - D (SEE SIDEWALL AT PORCH FOUNDATION DETAILS 72.72-0010.11) I 1 SEC�N TABLE • i WOTH FOR YAX lEWff I t Notes: 1. Porch may be located on aithw hall at aMer and 2. 19'-8' is nominal 20 wide. 31'-0' it nominal 32 wide. �LENGTH OF l PORCH VARIES (SEE NOTE 1) SEE FLOOR PLAN FOR LOCATION OF ENTRY DOOR i 31'-0' MAX. 1W : MN. (SEE NOTE Z) SEE HME INSTALLATION MANUAL FOR PIERS UNDER PORCHPOST DOUBLE WIDE WITH HALF PORCH Caleuf■tloe Nunlbara � :1 . ilaialluv>ti: [i S<till�it. TABLE 1 1N.. Ar..iy. wd �.oa• " w u�4t-T�-I. End War SII Andwm - Mas. H@W 12.9' SECTION LENGTH (MAIL) 20 PSF Wind Doatpe Pn @ 25 PSF YAW Daatpn Pt 1? Bol MINS AnChor 12" Bol MAS Aadlw W 3rOC 34' O.C. 2r O C 2r O.C. 7e' 31' O.0 2D' O.C. 24' OC Zr O.C. - &d Wal SO Aedlow - Mas. H@J013=1W SECUM L (MAIL) 20 PSF YYM Daipnt Pn ZS PSF VMd Delp,tmnaa P Ur Bol MAS At, w 1? Bol MAS AROW lr' 3r OC 3W OC. W OC 23' O.C. 7l' 1 2T OC 2r OC. I M* OZ 2r O.C. DOUBLE WIDE WITH HALF PORCH Caleuf■tloe Nunlbara � :1 . ilaialluv>ti: [i S<till�it. 1N.. Ar..iy. wd �.oa• " w u�4t-T�-I. ..tfiPs :•4. • 'v'M�>AO' �:v. cwpw*o1=tarftwwmrbr.A.. Mr.OUSING MANUFA U 0 0022M CONSTRUCTION W (�SA:m' CTANnAPDS CONCRETE PEiaU►AETER TDERAL FOR X32 WIIDE MACX�HOOMMESS cc CL APR 16 1999 AZ NO. REV CL 2-0010.6.. A 3-3,-esa ::4 u SUPPLEMENT TO I HE INSTALLATION MANUAL MAN UNIT END WALL PORCH END WALL MAN BEAM MAN UNIT PLANT INSTALLED 312' X 24 GA. — STTRAP WITH led NAILS AT 21? O.C• A OR ed NALS AT 2' O.C. i`—► SIOEWML PORIA 3V PLYWOOD OR RATED SHEATHING PORCH DIMMION VARIES FASTEN TO PONY WALL FRAMING WITH ed NALS AT 4* O.C. ALONG EDGES AND 12' IN THE FELD 8 FIELD INSTALLED PLATE I SIDEWALL BETWEEN.IOISTS MAINUNTT FRAMING - i BETWEEN FLOOR JOISTS PONY WALL I� STEM WALL 8 Note: `: 1. Frame around dx&ucdm saetr as pkmt*tg or dumsia eornpor>terrtl FEMRAL MANUFACTURFt?c.� O HOUSING CONSTRUCTION LLJ :- (t SAFETY STANDARDS ' ,... cc O :t FEED INSTALLED /6d NAILS AT •• • V �• 21R'O.GOR/dNAILS AT?O.C. ��� �• '�'�!• :�:�i•: WN BEAM NEED NOT BE 1W MAIL POCEET IN SUPPORTED BY STEM WALL AS LONG CONCRETE STEM WALL 4 r AS RAL B SUPPORTED AT 174' MAIC PER TABLE 1 ON 72.724wo.7 VIEW A - A SECTION C - C (PORCH AT END WAW i`—► SIOEWML PORIA 3V PLYWOOD OR RATED SHEATHING PORCH DIMMION VARIES FASTEN TO PONY WALL FRAMING WITH ed NALS AT 4* O.C. ALONG EDGES AND 12' IN THE FELD 8 FIELD INSTALLED PLATE I SIDEWALL BETWEEN.IOISTS MAINUNTT FRAMING - i BETWEEN FLOOR JOISTS PONY WALL I� STEM WALL 8 Note: `: 1. Frame around dx&ucdm saetr as pkmt*tg or dumsia eornpor>terrtl 31? WIDE X 21 GA. STRAPS .• i, BETWEEN BLOCKING WITH 16d NALS AT e' O.C. OR ed NAILS AT 4' O.C. NTC MAN UNIT BLOCKING AND PONY WALL PLATE SECTION D - D VIEW B - B (SIDE OF PORCH) PORCH FOUNDATIONS CakYl■fbR NYTTEbafa PROPRIETARTAMGUNF1DENT11AL Thussmai �err�.r.r�Fbllmwd „ Waw• O1=M FNWWad6�epmMa. 0022118 TITLE CONCRETE PERIMETER FOUNDATION DETAILS FOR 32 WIDE MAX. HOMES Z Na ,.� 72-72-0010.1 3 FEMRAL MANUFACTURFt?c.� O HOUSING CONSTRUCTION LLJ :- (t SAFETY STANDARDS ' ,... cc O APR 16 1999 V 4 r 31? WIDE X 21 GA. STRAPS .• i, BETWEEN BLOCKING WITH 16d NALS AT e' O.C. OR ed NAILS AT 4' O.C. NTC MAN UNIT BLOCKING AND PONY WALL PLATE SECTION D - D VIEW B - B (SIDE OF PORCH) PORCH FOUNDATIONS CakYl■fbR NYTTEbafa PROPRIETARTAMGUNF1DENT11AL Thussmai �err�.r.r�Fbllmwd „ Waw• O1=M FNWWad6�epmMa. 0022118 TITLE CONCRETE PERIMETER FOUNDATION DETAILS FOR 32 WIDE MAX. HOMES Z Na ,.� 72-72-0010.1 3 SITE PLAN REVIEW APPLICATION Date: Permit Number (if applicable) APPLICANT INFORMATION Parcel Size. Yo 0 G�GIQ S F la Owners Name: _ Owners Address: Telephone No.: Situs Address: Proposed Use: �i //�P-,?rfR-/C-/7 Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel Other Septic ❑ Well Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑' Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By Date 1 G r ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: 41 Snow Load Area: •/!�07 / d2eOO-% ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ® Expansive Soils (Test for expansive soils and if verified proper foundation design required) ® SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (Seeattached) • Flood Zone: • Flood Panel No.: 007C/42DC. Index Date: (� R ❑ Sacramento River Reclamation District (Approval must be obtained from the Cali o Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Minor Variance El Administrative Permit ❑ Variance ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: 6P -A(2 Applicable Building Setbacks: Zoning Code777ntion Subdivision Map Front � � Side 5 Side Street Rear Height Waterway I N/A N/A N/A ❑ Setbacks drawn on site Plan, ❑ CDF approval needed for encroachments into SRA setbacks. Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other ------ ------------------------------------------------------------------------------------------------------------------ Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) • * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger 'El Obtain a Lot Line Adjustment F]Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements 11 Subdivision Map/Parcel Map: Map Date of Recording: I ;4 a. i go Lot: l ❑ Use Permit/Minor Use Permit Permit Number: Book:_ . 102-1 Page: ✓.S Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ; ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required ❑ Class A roofs are required. ❑ Property owners responsible for roa 701 e F Summary of Specific Requirements: I r This information provided in this summary. is based on the application information and on the best available data at the time of review. CALaazrys�Building Permit Site Plan Reviewl.doc W a W� 8 M•lo,4,°oN � I � Q ° O � yd+ONKi � aJC l�E��o �aS� VV w (GT wig a .� b �� x•oEa��a ; _ p CE ::1 � F N h N V N h �u 6th4 ah4hhh dao '^: ai\4 a Ali y D ' ro ,00 •/s •7 R �o,a qo, 0 o Q \ l``,, PF \a K V a o • o`.am y �` P4T s v g\, R bF,ih,B��M y .N ' ro ,00 •/s •7 R �o,a qo, �g=oz''� I y 5 v � �%1i•'�,[bo/.� sb.ss.00•< �y�� s v g\, R bF,ih,B��M y .N Z N -!s BS,mN a, r.a°N 1 M a� a v 1� ,Fb'bd6 "gip, bS,i2.°O/% Q Q4V V ". Q Y LV74 SB09AIS '°jV -NoL37a�H W `• a N V � 0°M i303A1S p1.bYit rlr, �\ � �\ M � Q " •00/V �y a r ,!s•bfe • .cz• ($°a'J,zowoKi ,trfu/ (°YJwr.9T,/t./ N o 1 1 41v I�� iT 21 (wJM es, vS,°oN i W W � L1 W w ��a�,,.' JAN � -•' wa t P� 0 Win.. c e\ N pi i8fa%etre/ o/%/F/CftJM../.s ob./oN N Z Q bti�����Wy�3yWy�b�yy H��W �uh�Ooti(;b C Es o g i @ eq O'• � H Rh Nq e4 $$ v LS V it pb to Put- 31 d � Q� o `y (►.� n�Rgn auRy =• v Woi�RiW�v�GW CLW W ,W WW g as 8��, 6\bv^i8vid3e 82v�� v n•• \ ` ,dd l6lr Cal ,y [a,[o, oaN 39d' 1 (e,� cavo oo nd l�>,Gs'u6/ ( >,a9Effi/ � \�\ (om>BH�oo nl (Hf, et'rrL/ .�9d' 1(NXobu M.N,9o,IVY W� V M,U,tooad Ci li 4.1$ W FF yZ u�V y � yy6 v V d � A ^� 1it I -pz: �r / v H I�pp3j, Y I I N h lic h` �• O. Z {n P 1 zz osri m_lo,v,�a \\ (3>,srszt� ,lsOrj;/ ; J, C/a/ortOfi� ,bG vOW d BL„o,0o/Y. 7 /p/1 71T'CY1m'r�/ 5. \ s 76 +o9ld . ,, ,JbOc�r Cb>/M.ro,/eZen/r ,¢rn�lz (r7a.s.ro.00n \ � 1 Butte County Department ofDevelopment Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538.7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING September 28, 2004 Jose Garcida c/o Ernie Scobee 324 Quadra Ave. Sacramento, CA 95673 Subject: APN = 028-470-013 Dear Mr. Garcida, The, Butte County Department of Development Services, Planning Department, has reviewed the submitted Environmental Health Permit Application for a septic system, and has found your application in compliance with the established planning criteria. The site plan you submitted meets the setback requirements for your zone as well as applicable map or use permit conditions. The Permit Application has now been forwarded to the Environmental Health Division for their consideration and action. Attached, please find copies of any use permits, or map notes and conditions for your property. We are providing this to your for your information and future reference. Should you have any questions please feel free to contact me between the hours of 8:00 a.m. and 4:00 p.m. Monday through Friday at (530) 538-6706. 2Since ly, Q �G� a Adler Assistant Planner I h Pep TZ AORAJ - face 'F�a R„n e, TPM, AP 28-17-07 ' ''^t^'; parcels each 40 acres or '��/� larger, located on both sides of Hurleton Swedes Flat Road, approx. 1000 ft. north of the intersection of Hurleton Swedes Flat Road and Swedes Flat Road. Swedes Flat area. Engineer: Ron Graves Public Works conditions: f -9c, --CIO 'Ce-- Provide C - Provide two-way traversable access RS -8 -LD -I to each parcel from a county maintained road or state highway. 2 Access to be reserved in deeds as per county ordinance and offered for dedication on the final map. oil 0 S� Show 50 ft. building setback line measured from centerline of access easement. /121' s ifre- Provide road maintenance agreement. L�`d Deed to the County of Butte 60 ft. right-of-way from the centerline of Hurleton-Swedes Flat Road. tv/ / R 0 �_ S Indicate a 50 ft. building setback from the centerline of Hurleton- Swedes Flat Road. JPZ4- Ch4'5'fT 0-7 Show all easements of record'on the final map. (jib - Provide street name signs per requirements of the Department of Public Works prior to recordation of the final map. Provide permanent solution for drainage. (),I)-10 Pay off any assessments. Provide cul-de-sac at the end of the street. 5-, 01c 2 Obtain encroachment permit for. all driveways, new or existing, and construct to county standards. V11 /d - 2 G -gid 13 Pay any delinquent taxes or current taxes as required. Zo�1c� l'� T1" oyt �� Meet the requirements of the Butte County Fire Department. Meet the requirements of the utility companies. ar -7-zZ e! 16 Reconstruct Hurleton Swedes Flat Road in accordance with plans on file with Dept. of Public Works E-1890. gy, p B.a-rti -cfo 17 Developer shall provide stop sign at intersection of access road and Hurleton Swedes Flat Road. `—.__..�, �..� / � _ � ice`... �:.. -S •_-.: • . `:...f�1; ...,�•� / `ter RUNGE, TPM, AP 28-17-7 and 72-39-3 Health Dept. conditions: 18 Provide a 100 ft. leachfield free setback around existing wells either within the property or within 100 ft. of the property boundaries on parcels 1,7 and 9. 19 Shwo a 50 ft. leachfield setback from the drainage way on 23 Show any swampy areas on final map with 100 ft. leachfield free area around wet area. The following mitigation measures are required: OZ/7-LG 24, Applicant must apply for -and diligently pur•sue.a 40 acre minimum lot size single family zone. it 25 Show a 100 ft. building free setback measured from the high-water mark of any stream located on the property, and 50 ft. from any d ephemeral stream. ��� U�26 Enter into any required streambed alteration agreements pursuant to the Dept. of Fish and Game re ulations. P regulations. L 27 Provide documentation of any streambed alteration agreements with v(1j� the Dept. of Fish and Game, including permits obtained to allow.: EJ construction of the access road across 3 tributaries of Lower Rock -tp Honcut creek. 28 Pay any applicable deer herd mitigation fees in effect at the time of issuance of building permits. parcels 3, :4, 5, 7, 8 and 9. 20 Show a 100 ft. leachfield setback from the highwater line of the canal on parcel 9. l� 21 Show a 100 ft. leachfield setback from the spring on parcel 6. 22 Place a note on the map that no water well may be located within 100 ft. of the usable sewage disposal area on all parcels. 23 Show any swampy areas on final map with 100 ft. leachfield free area around wet area. The following mitigation measures are required: OZ/7-LG 24, Applicant must apply for -and diligently pur•sue.a 40 acre minimum lot size single family zone. it 25 Show a 100 ft. building free setback measured from the high-water mark of any stream located on the property, and 50 ft. from any d ephemeral stream. ��� U�26 Enter into any required streambed alteration agreements pursuant to the Dept. of Fish and Game re ulations. P regulations. L 27 Provide documentation of any streambed alteration agreements with v(1j� the Dept. of Fish and Game, including permits obtained to allow.: EJ construction of the access road across 3 tributaries of Lower Rock -tp Honcut creek. 28 Pay any applicable deer herd mitigation fees in effect at the time of issuance of building permits. 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