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040-140-055
fl 00 w 040-140-055 01-2146 CUMBERLAND, WENDY (71),5ESQUON RD., DURHAM CIO CONT: SRM CONTR. NEW MH ON PERM FNID 040-140-055 01-2587 CUMBER -LAND, WENDY `9125 ESQUON RD, DURHAM CONT: SRM CONT COVERED DECK fl r� NOTES RESIDENTIAL 040-140-055 01-2146 CUMBERLAND, WENDY q1 9,5 ESQUON RD., DURHAM CONT: SRM CONTR. I NEW MH ON PERM FND THE HCD FORM 433A FOR THIS MH CANNOT BE + RECORDED UNTIL ONE OF THE FOLLOWING HAS BEEN TURNED IN TO THE BUILDING DIVISION: (1) LICENSE PLATE(S) OR DECAL (THE INSPECTOR MUST RETREIVE). (2) STATEMENT OF FACTS (ONLY ON NEW MH'S). INSPECTOR TO VERIFY SERIAL & LABEL #'S. ON L-SGZvO SPECIAL CONDITIONS CHECKED t BY SRA X! FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REO.. i VER OFFICE COPY t USE Address SUB / GAS /.. �/� Meter By� g Date"l i� ELECTRIC Meter By Date JOB FINALED (Date) �° ° o Signature t t 1 INTER -DEPARTMENTAL. MEMORANDUM TO: BUILDING DIVISION, OROVILLE FROM: DATE: ENVIR. HEALTH, CHICO . RELEASEiNV. AFEALTIH HOLD ON BUELDING FINAL FOR: OWNER NAME: W A& ,<�G-/y SEPTIC: c,� WELL: XAP#:D'S�D— / ADDRESS&OCATION: AYK �QCl7; Comments: / GUmenosftleasehold COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 W6 Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE C ak, 13 il-z-,4 1�2 a► - a/ OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter-, or,need additional explanation, please contact this office immediately. wIjhli Ali A,011/ BM//T- Ai M//z Ai la 1,911—r a/ Ft -&-d9) �) A1fav/nG Pas7 67Z6-v4I7a-<1 3)1`1(00,-71' /-/7- 576-77Y Date` <�— Gr Inspector REV 10/92 ^�7!"� .? ; r - '.�'.�'aa n"ti:�H?.., s. N i;..•�stsK-1:.: �,- .Y'�•"• .. ... . . . . . . . . . . . - COUNTY OF BUTTE BUILDING DIVISION, DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive a Oroville, CA • (530) 538-7541 CORRECTION NOTICE //pli )I tml tl9zN 4 OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date Z )— Z) d REV 10/92 = OK s 0 = Not OK - = Not Applicable = Not Ready MOBILE HOMES Date M25HOME UTILITIES (Plans) OK except #'s c Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG 7. Well Clearance & Disconnect 8. Utility Clearance 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date 12. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE ME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 Date oning Requirements -Setbacks -Easements Card B-1 Date Card B-1 V Footings; Size -Spacing -Marriage Line FINAL (Plans) OK except #'s 3. Gas; MH Test -Demand -Valve -Connector Setbacks -Easements 4. Electricity; MH Test -Crossovers -Breakers -Clearances Soils; Compaction -Structure Stability 5. Drain; MH Test -Fall -Flex Connector Pool Structure; Steel -Connections -Thickness Dead Men -Lining 6.ater; MH Test -Regulator -Connector J K r Water and Sewer Connected -C/O to Grade -HD Approval Elec.; Pool Lighting; 15 Volts-GFI Gas and Electricity Tagged Elec.; Enclosures; Conduit Entries -Terminals -Listed 9. Tie.Downs-Type-Installation Cert. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater AQ,,Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. 12. ermanent Foundation Only; License Decal ' 10. Plumb.; Cir. Test -Water Supply Test +U- er Date tt7, 9 t U Z Light Niche Card B-1 ( i Cj Date Card B-1 Date Card B-1 Date Card B-1 rG b1�;_►� o- l`S �= ����✓��� Ole 'eO l/ -;?w i 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 FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures -Pane lboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J = OK 0 = Not OK - = Not Applicable RESIDENTIAL (: = Not Ready Date Underfloor (Plans) OK except #'s t. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ f' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Fig. Depth 5. Stemwalls, Main; Ste el- Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 'ingle & Duplex) r 15. Access & Ventilation FRAMING (Continued) 16. Insulation Hangers -Post Caps -Anchors -Connectors 47. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 17. Water Htr.; Vent -Access -Combustion Air Baffle Garage Fire Protection Framing 18. Water Pipe; Test & Anchor -Nail Protection Property Line Firewall & Openings 19 D.W.V.; Test Fittings & Anchor -Nail Protection Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 20. Shower Pan; Test, First Floor -Tub Access Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 21. Test Tub & Shower, Second Floor -Tub Access Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 22. Gas Pipe; Sixe & Anchors Siding -Nailing Veneer 57. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Brace Interior/Exterior Wall Panels 23. Fixture & Transformer Clearance -Ins. Protection Ins u lation-Wal Is -Ceilings 24. Elec. Receptacles Spacing -Lights & Switches at Doors Infiltration -Walls -Windows 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. Card B-1 Date Card B-1 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Card B-1 Date Card B-1 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI FINAL (Plans) OK except #'s 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At Ext. Steps -Door & Sidelight Protection -Landings 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes Q No Smoke Detector 31. Service -Riser Conductors & Ground Main Disconnect Furnace Vents-clearance:Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 32. Equip. Clearances Panels-Motors-Mech. Equip. Bedroom Exiting 33. Clothes Closet Light -Shower Light -Spa Light G.F.I. & Bath Fixtures & Tub Access -Spa 34. Smoke Detector Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 35. A.C. Ducts Insulation & Support Elec. Outlets & Receptacles at Kit. Counter 36. Vent Fan, Exhaust above insulation Garage Fire Door; Swing -Landing -Closure 37. Condensate Drain & Overflow, Size & Grade A.C. Duct in Garage -Damper 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Win Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 39. Attic Access & Platform if Furnace in Attic Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Clearance Looked under Floor Q Yes 40. Sills Proper Materials & Anchors Following Instld./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound Stucco Brown -Finish 42. Bearing Walls over Girders & Floor Nailing A.C. Unit Disconnect, Electrical -Plumbing 43. Draft Stop in Walls (rat proof) Vents Above Roof, Plbg-Appliance-Fireplace-Clea rance to Openings 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Water Well, Disconnect, Electrical, Plumbing 45. Headers & Beams -Size & Bearing 'ingle & Duplex) r Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Rolf Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Battles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Ins u lation-Wal Is -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents-clearance:Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Win Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes 82. Following Instld./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clea rance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: $I t BUILDING PERMIT NUMBER: 01-2146 Address or location of unit: 9125 ESQUON ROAD, DURHAM, CA 95938 Legal Description of Real Property: A.P.040-140-055 SEE ATTACHED (x) Mobilehome/Man ufactured Home O Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: WENDY CUMBERLAND Owner's address: 2256 OAK KNOLL WAY, OROVILLE, CA 95966 INSIGNIA OR HUD NUMBER: 18064 SERIAL NUMBER OR V.I.N.: 424243/4/5A/B/C MANUFACTURER'S NAME: FUQU OMES, INC YEAR: 2001 OFFICIAL APPROVING INSTALLATION / enkfmi DATE: 12/20/01 PHONE: (530) 538-7541 H.C.D. 513C RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 27 -Dec -2001 2001-0062012 Has not been compared with original BUTTE COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety.Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. STEVEN W. CUMBERLAND, WENDY A. CUMBERLAND & RUTH C. PURDON BUTTE COUNTY BUILDING DIVISION REAL PROPERTY OWNEPULESSUR LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 2256 OAK KNOLL WAY 7 COUNTY CENTER DRIVE MAILING ADDRESS MAILING .ADDRESS OROVILLE, BUTTE, CA 95965 OROVILLE, BUTTE, CA 95965 CITY COUNTY STATE ZIP IT!' COUNTY STATE ZIP 9125 ESQUON ROAD 01-2146 1 (530)538-7541 INSTALLATION MAILING ADDRESS. IF DIFFERENT1"a R\ T ' .' TELEPHONE NUNIDER DURHAM, BUTTE, CA 95938A. kA 12/20/01 CI'T'Y COUNTY STATE ZIP SIGNATURE OF LOCAL AGENCY OFFICIAL I DATE WENDY CUMBERLAND NONE ` UNIT OWNER 61'also property owner, write'SAME') DEALER NAME (if not a dealer sale. write "NONE*) 2256 OAK KNOLL WAY NONE MAILING ADDRESS DEALER LICENSE NO. OROVILLE, BUTTE, CA 95965 CITY COUNTY STATE ZIP UNIT DESCRIPTION FUQUA HOMES INC. 2001 TRENDMAKER 4978 MANU'FACTURER'S NAME DATE OF MANUFACTURE MODEL NAMF./NL;\IBER 424243/4/5A/B/C 42'X 60' 18064 SHUAL NUMBIiR(S) LENGTH \ WIDTH INSIGNIA/LABEL NUMBER(S) RFAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER A.P. #040-140-055 SEE ATTACHED I ICD FORM 433(A) REV. 8/91 WI IITE - County Recorder CANARY - 1ICD PINI: - Applicant GOI.DrNROD - Building Dept LEGAL DESCRIPTION A.P. #040-140-055 All that certain real property situate in the County of Butte, State of California, described as follows: THE SOUTH 169.5 FEET OF THE NORTH 1017 FEET OF FARM ALLOTMENTS 33 AND 34, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "SUBDIVISION PLAN OF THE DURHAM STATE LAND SETTLEMENT", BEING A PORTION OF THE ESQUON RANCHO SITUATED NEAR DURHAM, BUTTE COUNTY CALIFORNIA", WHICH MAP WAS FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA SEPTEMBER 17, 1918, IN BOOK 8 OF MAPS AT PAGE 16, 17, AND 18. TOGETHER WITH A NON EXCLUSIVE EASEMENT 15 FEET IN WIDTH FOR AN IRRIGATION DITCH, TOGETHER WITH THE RIGHT TO MAINTAIN SAID DITCH, OVER AND ALONG THE EAST 15.0 FEET OF THE NORTH 678.0 FEET OF SAID ALLOTMENT NO. 34. ALSO TOGETHER WITH A NON EXCLUSIVE EASEMENT 20 FEET IN WIDTH FOR AN IRRIGATION DITCH, TOGETHER WITH THE RIGHT TO MAINTAIN SAID DITCH, OVER AND ALONG THE NORTH 20.0 FEET OF SAID ALLOTMENT NO. 33. �;�9 0ING REQUESTED BY: Fidelity National Title of California Escrow No. 204971 -BG Title Order No. 00204971 When Recorded Mail Document and Tax Statement To: Mr. and Mrs. Steven Cumberland c/o Ruth C. Purd 701 East Lassen 139 Chico, CA 95973 GRANT DEED 2go� Y—>m�23626 .recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant' @9:00AM 05 -Jun -2001 srAL,t THIS I RRC FEE' 13.0@ 1 TAX 19.75 I I 1 i 1 1 Maureen IPaaeIof3 USE The undersigned grantors) declare(s) Documentary transfer tax is $79.75 [ X ] computed on full value of property conveyed, or [ ] computed on full value less value of liens or encumbrances remaining at time of sale, [ ] Unincorporated Area City of Durham FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Anna W. Paulson, An Unmarried Woman hereby GRANT(S) to Steven W. Cumberland and Wendy A. Cumberland, husband and wife as Joint Tenants, as to an undivided 1/2 interest and Ruth C. Purdon, A Widow, as to an undivided 1/2 interest the following described real property in the City of Durham County of Butte, State of California: SEE EXHIBIT ONE.ATTACHED HERETO AND MADE A PART HEREOF DATED: May 23, 2001 STATE OF CALIFORNIA COUNTY OF ON before me, personally appeared 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 Anna W. Paulson rl- c� MAIL TAX STATEMENTS AS DIRECTED ABOVE GRANT DEED FD -213 (Rev 7/96) 08/17/21 08:1.? BIDWELL TITLE CU6TOME.R SERVICE 5305669482 NO.362 P003 Escrow No. 204971-80 TiUV 0rdu No. 00204971 EXHIBIT ONE THE SOUTH 169.5 FEET OF THE NORTH 1017 FEET of Farm Allotments 33 and 34, as shown on that certain map entitled, "SUBDIVISION FLAN OF THE DURHAM STATE LAND SETTLEMENT', BEING A PORTION OF THE ESQUON RANCHO SITUATED ety Butte, StateR DU�ogCalifornia SeptemberUTTE COUNTY CALIFORNIA",y 8, n Baok 8 of m DSilet page ed in 601 Office of the Recorder o of Together with a non exclusive easement l5 0 feetlof the North 6713 f0 fest oftsaidditch, Altotme ttnor 3� h the right to maintain said alon ditch, over and g the East Also together with a non e elusive easement fl feet of said AI dth for n irrig Tian ditch, together with the right to maintain sold ditch, overalong 08/!?/31 00:17 BIDWELL TITLE CUSTOMER SERVICE 4 5305659482 NO. 362 P004 STATE OF _Ca1ff t& COUNTY OF _ Butte On Mw 25,2Q1 before me, Jodie Finato. Notary Public (Name, Title of Officer) personally appeared ATS W PkA= personally known to me (or proved to me on the basis of satisfactory evidence) to bu the Person(s) whose name(s) isfare subscribed to the within instrument and acknowledged to me that he/she/they executed the same in hismerltheir authorized capacity(ies), and that by his/her/their signature(:) on the instrument the person(s), or the entity upon behalf of which the persons) acted, executed the instrument. WITNESS mytit1110TARV fficial seal JODIE FINATO cohliv 01289730 OUNA (Signature of No e y Pub ►c) .� COU PimOF 8 UL 1' E ('this area for notarial seal) STATE OF CALIFOItNIA vara BUSINESS, TRANSPORTATION AND HOUSING AGENCY DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT DTvISION OF CODES AND STANDARDS REGISTRATION AND TITLING PROGRAM STATEMENT OF FACTS This unit is a: (21 Mobilehome Commercial Coach 0 Floating Home ❑ Truck Camper Decal (License) No.(s) Trade Name Serial No.(s) yLy2 y f jaur-N' ,iironi2s n4 / 13106L/ yL I/We, the undersigned, hereby state: 6 c DYo.-- /Yo- yP. ,✓N U;c—�3�.JU t� !u{�t�.vr. 6�� "04 Goy L I/We further agree to indemnify and save harmless the Director of Housing and Community Development, State of California, and subsequent purchasers of said unit, for any loss they may suffer resulting from registration of the above-described unit in California, or from issuance of a California certificate of title covering the same. We certify under penalty of perjury that the foregoing is true and correct. Executed on at ��� ✓� �le LtGu�,�/,� (Date) (City) (State) Signature(s) Printed name(s) Address as S� CUA% �► o // �✓ - City 0 no , ll- , State CA 16-24 12231223 PURDON ENTERPRISES -BUTTE LLC ,220 0780509851 Date T Pay to the �1 Order of $ 3 3 /a Q Do drs--8 Wells Fargo Bank, N.A. California � • www.wellsfargo.com s a_ Memo O yQ _"" ! o — O S nv -1:1 2 2000 24 71:076050985111' 1223 b „3 ~^ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT 01-2146 ASSESSORP U U 140-055 ZONING BUILDINGPERMIT OWNER WENDY CUMBERLAND TELEPHONE 534-3442 SQ. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 2256 OAK KNOLL WAY, OROVILLE 95966 CONTRACTOR'S NAME SRM CONTRACTING TELEPHONE 533-2144 CONTRACTORS 61 LUMBERJACK LN OROVILLE 95965 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 108.-72tq 00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee 20.00 Permit Fee 671.00/2 $ 335.50 ARCHITECT OR ENGINEERS "UNG ADDRESS Plan Checking Fee $ 218.00 BUILDING ADDRESS ES UON RD DURHAM Energy Plan Checking Fee $ $ PERMIT FEE $ 573.50 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE 1J e- SF ❑ Duplex ❑ Mobilehome ff Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ER Other ❑ Describe Work: NEw mH pRgm I~'N11AI-NRW siTE Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I W Q20.00 PERMIT FEE S 65.00 ELECTRICAL PERMIT Fling Fee 20.00 '2-3. 800VOR LESS Main Service 20 A OR LESS 00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ I am exempt under Sec. Business and Professions Code for this reason Mein Service 200A TO 1000A 46.00NEW CONST. DWEWNG OCCUP. OR AODNS. ( a ACC. SLDS. SO 3.5¢FT. CO'MULTI- OUTLET C. @7,50 8PSINowER APPARATus GLE OURET S Ex. Occup. OUTLET OR FOLTUREs 20 O 1.00 BAL @ .50 Ex. Occup.. DFlLnF,AP ESD.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 43.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: I 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. ❑ I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work ;f -a valuation of one hundred dollars ($100) or less.) 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 workers' compensation laws of California, and agree that if I should become subject to theIV workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. /J 8ec�e4�-�C _ ate --Z& - V.ignature of AAplicant - Owner ❑ Contractor ❑ ent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEP $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE T AL FEE $68 .50 HAZ. D. FE oOD CDF IVCEL HD SU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date �� PERMIT EXPIRES ON 9 2 Z �?✓ D to Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I • ""-111 %01- vcVt:LV? Mcry t 7 County Center Drive a Oroville, California 95965 : r-NvIUL5 - 13UILDING DIVISION Telephone (530) 538-7541 Rev. 12/96) APPLICATION AND PERMIT PERMIT" AJ$usoerarcaNu►n+ , _ 5 r- =o►+ BUILDING PERMIT 7.00 owNar 5351-3q SO' FT' OCC. BUILDING VALUATION OWNOI, s he 15.00 Gas i in stem 1 - 5 outlets OONTTlLtr►rONE .0 av' 15.00 Mobile Home S G W (q?20.00 s -IQ c CONrPLAC76; ""jORESS , `ov'l p S toy OOMTRUCTM UDest LINDO18 MNUNe ADOREGS Fire Is MCNRtCT OR ENOINEER Lrcwe No. Total Veluntlon $ Filing Fee _ S 20.001 ARCNTECT OR OMWEER'S MAa1N0 ADDRESS Permit Fee - ` $ BULONOADORESS w Plan Checking Fee $•- LOT NO. I SUBDWDION-BAMW USEOFSTRUCTURE SF O Duplex O Mobllehome A Other avec TYPE OF WORK New O Addition 13 Remodel O UtlGties O O OO Installation ther //�� Describe Work: �"-� A t H e Qy1 Qarn') — l�yy�w ,,•� Energy Plan Checking Fee S - $ v PERMIT FEE $ PLUMBING PERMIT Filing Fee Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 Gas i in stem 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home S G W (q?20.00 PERMIT FEE S ELECTRICAL PERMIT -•--•-• ----- Main Service 2xa00A OR LESS OR tEsa C Pd +o RCD I t • oo -ems Main Service a� 000 OR ADONS.MW GONST. a ACC. albs. NDN-R6t0. MULTI.OUTLEr by �} � COwEA APPARATUS V a 6 SNOIE OLRLET CIR rEx. x. OCCU OVrLET OR iOCTURES I OCCU PIXED APPtM. OR IOUnET9 ESID. EA 1em orar Service obile Home Facilities "PERMIT FEE PAID SRA '- SHERIFF OTHER AMOUNT RECEIVED "RECEIPT NVMSER " TO BE PVT INTO COMPUTER Sp l 20.00 1 2 Z31 WW In Fee 20.00 23.00 do 48.00 3.5.so. . Q7.5o 5.00 23.00 20.00 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 1 20.00 k 8.50 PERMIT FEE S e Installation Fee S pection Fee S DN�T.•rPE TOTAL FEE $ z. 1 O. FEES IIMPI r>roi-o I COI PARC0- I PO 1 —E This permit is hereby Issued under the applicable provisions Of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By Date 10 PERMIT EXPIRES ON , ;COUNTY OF BUTTE - DEPARTMENT`OE DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE�CALIF.ORNIA 95965 - TELEPHONE (530) 538-7541 ,. nn PERMITAPPLICATION DATA SHEETO_ /yo_ (f)SS- OWNER: ( V Jil /► CP ASSESSOR PARCEL NUMB Proposed Building Use: M 14tT, ,poDh Building Inspector: / Date: At time of permit application, I was advised the following data must be submitted prior to permit p essing and/or issuance: - r Date Received By El 1. All items have been submitted ----------------------- ------==------------------------------------------------------- . Plot plans, 3/4 sets, signed by the preparer of plans. -- ------------------------------------------------------- Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ '❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- El 8. -------------------------------------------------------- ❑8. Hazardous Material Form.------------------------------------------------------------------------------------------ ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications. Of $ fo lia elevation certificate. Sanitation and plot plan approva Health Department. ------------------------------------------- City of Chico plumbing permit. -- -'-------t= -- - ----------------- ❑ 16. Plot plan and business license approval from the City of Biggs. -------------------I--------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: -------------------------- �ontact Land Development about E3 Improvements, ❑ Drainage, Cl Legal Parcel. ----------------------- ncroachment Permit for driveway (construction approval prior to occupancy). -------- -------------- 020. Pre -inspection for` required. Request to Building Inspector on (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ El 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- 023. Owner-Builder. ----------------------------------------------------------❑23.Owner-Builder. Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- tter of signature authorization. ------------------------------ ecorded copy of Agricultural Acknowledgment Statement. ❑26. Letter of intent on building use.--------------------------------- 27. ------------------------------- 27. Manufactured Home utili clearance. - - --------------- Ex Isting --------------Existing violakns and/ - -- ------------- 3 A;t D Tit k'to H.C.D-5 jp�Other: -" a � ---------------------------------------- ~ WhU issue the permit, process as follows Mail to ownerElMaiI,twcontractor. '`T.Telhone —1a andholdfrpickup°atorGyI/ILO office. ❑ Deliver with'inspector. S7RGr-T. QlZ �✓ a far % e,4 Copy of Haz-Mat form sent ❑ Health Department, 11 Fire D e t ❑ Air Pollutio Date: yBy: Copy of plans sent ❑ Health Department, ❑ Fire Department, ier: Date: By: 1. Index permit application for the above items numbered: 13 Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data y ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: folPlans approved by: L%' Date: ' Q Sets of plans on hold in 0 Plan Cabinet, 0 A.P. der. Note transfer by: Date: COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE 14 1. BUILDING PERMIT FEES , i --Balance Due ........................................................ $ --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ A --Revised Plan Checking Fee ................................ SCHOOL DISTRICT FEES .JJLV-� " (paid at District Office) O SHERIFF FEES (paid at Building Division) Residential .................................... Units Commercial (sq. ft.) ..................... Sq. ft. 4. URBAN AREA FEES Residential ............................ x .1 11 3in1� x $0.03 = $ # Units Amt. Commercial (Sq. ft.) ............. —x—=$ Sq. ft. Amt. ��_� RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # YO—' Llo- 055 - DATE B v1 d RECEIPT # DATE REC. 32123 3J 3D - At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. PLICANT �,� C e �1-f.�.����--� \ ��,TE Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner — (Rev. 6/00) Sent By: BUTTE CO ENVIRONMENTALHEALTH; 530 895 6512; v TO: Binding Department FROM: Environnontal Health SUBJECT; '.,Sankadon Clearance Owner Plan Appid"Vilecl for: Sewage Disposer- > Wats Clearance fot., ,_ r VIV I' Sep -20-01 1:36PM; Page 1 LIL UK saw not ft ld.LZ-..q SM to LDI upply: pdbille... Pri vato Won C77/ 40;a 0 WIN' Environmeritall.A gp—scwfist oil & 8196 .. . ........ C77/ 40;a 0 ' DECK I 60'. 'b EAST PROPERTY LIME R100' I -58-4" �--- ROVED I r � r 45' 16' 116' •-� ; ; i 61 126'- 5" -.`-'-�.r..".-�`-. ��"""_r"'�_'_.•�'--^r'^--►-�•-- --•--��---'y---�---ter-. PROPOSED SEPTIC TANK _.y ... r C-- j 0 - '►----t--. �-- - -'r --s-. �._y�. �,-,.� _y_ _ ._ ter---� -- ry---�.r•--:►- �- -a--� r EASEMENT i DRIVEWAY —I- 1 FUTURE GARAGE PROPOSED ELECTRICAL PANEL. PROPOSED GAS METER R100' PROPOSED HOUSE J/z 60' 42' {-- 24' f 24' co COVERED DECK i EAST PROPERTY LINE i i i i riR. _ Q.. HO N Sent By: BUTTE CO ENVIRONMENTALHEALTH; 530 895 6512; Sep -20-01 1:37PM; Page 214 C Li ai f 1 � C c U T3. , 1 1 Q Z > / W �" 1 -----NX1_- ---�-� LA OCL s 16 t dm, I cs AlruinI it fu 1 \ t �~ 1 t tiQp � r� 0 1 X� Q , on 1� f_� �' ___ --�'� ��r?Tim — Mme► ID _;C 3tkJ C--.3KH Al!ri3d3F, 76bG989B^:5 L2=8t i89Z/971-iE - �: .. , , b'L�i..•1..a„{f .,. ..,',ty.!srii.L,..� ' .''. ,a�„�',. �, '�.i.i�`1,-Y rJ;W 't !r �'M' �{"t$' �BUTTE COUNTY PARK FACILITY FEE PAYMENT CERTIFICATION FORM DURHAM RECREATION AND PARK DISTRICT i Assessor Parcel Number (s): d qo / L/ — D.J JC' Property Owner (s) : r l a,�i C{ Project Location/Address: SCS ue-) n r f Subdivison Name: Type of Residential Development (check one): Assessable Square Footage: 1 9'? L New Development ❑ Afteration/Addition 00obile Home (s) U Non -Residential to Residential Comments: a,�-�►�. Building Division Representative Date Durham Recreation and Park District (DRPD) certifies that W�6er le, -, C/ S 3 V yz Appliant Name Applicant Phone Number 9,2-S-(, OCA/c. kk, (,tJ Street Address CA 9/5-116 � City State Zip Code 'has complied with the requirements of the Butte County Board of Supervisors Resolution No. 931- 114 by payment for square feet at $ 1.04 per square foot for a total payment of 0/ DRPD4presb4adivo Date PAID BY CHECK No.: I e,54 BANK No.: 9D-79 PAID BY CASH: RECEIPT No.: 14p Remarks: - DISTRIBUTION: WHITE - APPLICANT PINK - DRPD YELLOW - BUTTE CO. BUILDING DIVISION ,..ii: ;i',��Pyn+, r.,,,; r �, . -. � :-,%"v�'4 Y•-,;?.i�2''�,R'M�...e�".;`. }:inw.+w r :rf�y.,... ra..a.. .. .� � r F� :. .�.ir_:. %t d�r . . . School District A.P. Number as Property Owner 1 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) Building Department No. C) y 0 -/ CA0 --U $3 Jurisdiction: City County Property Location/Address Subdivision Residential Development No of Living Units `i 0 1 Commercial/Industrial New Building Department Representative District Identification No. � tl�•��»� Unit "G'i�7� Lot No. :............................................................................................................... �?qSq. Footage ' Mo/�bife Home Addition/ 'Supplemental to (Group R) Irfstallation Conversion Permit # '(No foundation inspection): i................................................................................................................... Addition rioor rians reviewea to/S/ scnooi uistnct rersonnei Sq. Footage (Including Exterior Roofed Areas) Date School District certifies that W �^%�! ji % CU/71 &—R L 4-n D (Applicant) ,ed (Street Address) (Phone Number) j)(1 t2 Wt9771 C? 9Sj3 8" (City) , (State) ! / (Zip Code) . has complied with the requirements of Resolution No. �d " L" by payment of $ '7 d �i� �' �0 J .representing 19-141 square feet. AB 2926 Z $ T L FULL MITIGATION $ School District Representative Paid by Check # ` �oc / % Remarks: Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee. Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act ICEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm ENCROACHMENT PERMIT COUNTY Of BUTTE ♦ DEPARTMENT Of PUBLIC WORKS 7 County Center Drive ♦ Oroville, CA 95965 ♦ Phone: (530) 538-7681 ♦ Fax: (530) 538-4356" Download Forms: www.bUttecounty.net/publicworks NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Permit Number District Phone: (530) 538-7339 p//p 35 e APPLICATION I / WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads and highways, all in accordance with County ordinances and general laws. All information except signature must be typed or legibly rinted. 1. Applicants Name: I . 1 e—n 2. Address:+�s 3. Phone: _ Yc/ Z 4. Assessors Parcel Number. r) Y6 a O 5. Locetion of Work to be Done: 7 Q U L) . 1 k 2 (� +A4 A /- O A� �1 f t l % 2 3 6. Applicants Signature: Q� Iv /I �� 7. Date: CONTRACTOR'S INFORMATION 8. Contractors Name: jtr, v M 1 S k—'NA CzAJr4L cNr 9. Address: G ( LUntiF3&&-,TAC(- LA) U20V t LL -P- C�k �( iD 10. Phone: S3 S 33 — L Y 11. Fax: 12. Contractors Number. (� G76 13. Certificate of Insurance: Yes 0 No 0 14. Contractors signature: 11'„ 1h Aw 17////” 15. Authorized Agent TYPE OF WORK TO BE DONE 16. Please Check: Curb: ❑ Gutter: ❑ Sidewalk: ❑ 17. Driveway (List Type): -`t> I iLt + 6 e�A V tL— �11 w.1 18. Other. PERMIT GRANTED In compliance with the above request, and subject to all terms, conditions (including those printed on the back of this form) and special conditions written below, permission is hereby ranted. 19. Conditions .O� _ . i / _ 11 Underground Service Alert U.S.A must be notified two workin da s prior to any excavation. 800-227-2600 20. Oki work shall conform to accompanying: Detail 50 tans 0 Special Conditions O 21. Date Issued: — S d� 40/ 22. Expiration Date: r— f' —0 23. Surety: Yes 0 No 0 Mike Crump, Director of Public Works By:'4aW- "Note: If permits are faxed to any number besides (530)538-4356, they can be delayed up to one week. Page l of 2 General Conditions — See Page 2 PRIVATE, DRIVEWAY DETAILS EDGE OF EXISTING PAVEMENT FLOW LINE DITCH 12' MIN. 20MAX NOTES: I.PIPE TO BE C.S.P. OR EQUAL Q2"DIA.M.IN.) 2.PAVING SHALL CONSIST OF 4'1 OF AGGREGATE BASE, MIN., AND 2° OF ASPHALT CONCRETE, MIN. PIPE IF REQUIRED, SIZE AND LENGTH TO BE DETERMINED IN THE FIELD BY ROAD FOREMAN. �R > AREA TO BE PAVED IO'MIN. PROPERTY LINE. FLOOD PLAIN DECLARATION I declare the actual value of the proposed construction work under building permit application number: at the location of Assessor Parcel Number: 6�4o r l 40 -OSS for the construction of an addition for does not equal or exceed the definition of "Substantial Improvement I am aware the building site is in a flood - plain area, even though I am not required to comply with the flood plain management criteria. Property Owner: Address: PhoneNumber: (S 30) '!�-3 y Date: 10 -2 -j --,e2 ' Substantial improvement is defined as follows: Any repair, reconstruction, or improvement of a structure, the cost equals or exceeds 50% of the market value of the structure either, (a) before improvement or repair is started or (b) if the structure has been damaged, and is being restored, before the damage occurred. NOTE: Documentation may be required to substantiate cost. l October 25, 2001 Wendy Cumberland 2256 Oak Knoll Way Oroville, CA 95966 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 040-1.40-055 Building Permit Number: 01-2587 This office reviewed building plans for the permit application referenced above. THE PLANS ARE APPROVED. Please fill out owner portion of form enclosed and either give to your contractor or mail back to this office. Permit can be released when form is recieved. Sincerely, Martha Christy Plans Examiner FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 ry NATIONAL FLOOD INSURANCE PROGRAM U Expires July 31, 2002 ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION ForInsu�an.i eCompaiiyEjsr;.:;::'; BUILDING OWNER'S NAME $eti. Nurnai t' Wendy CumberlandY;:<::.;:::.;:.>:>'`:s`'=<€<'`(:<z; BUILDING STREET ADDRESS (including Apt., Unit, Suite, and/or Btdg. No.) OR P.C. ROUTE AND BOX NO. C:dmpa:nyiV SIG Nurribet<;;s 9125 Esouon CITY Durham STATE ZIP CODE 95938 PROPERTY DESCRIPTION Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) APN 040-140-05� BUILDING USE (e.�., Residential, Non-residential, Addition, Accessory, etc. Use Comments section if necessary.) Residential LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: i-1 GPS (Type): or ##.#°) L—1 NAD 1927 LI NAD 1983 L-1 USGS Quad Map t_I Other: SECTION B -FLOOD INSURANCE RATE IVIAP (FIRM) INFORMATION . 81. NFIP COMMUNITY NAME 2 COMMUNITY NWABER 62. COUNTY NAME 83- STATE BUTTE COUNTY UNINC 060017 1 BUTTE I CA 64. MAP AND PANEL 85. SUFFIX B6. FIRM INDEX B7. FIRM PANEL 68. FLOOD B9. BASE FLOOD ELEVATIONS) NUMBER DATE EFFECTIVE/REVISED DATE ZONE(S) (Zone AO, use depth of flooding) 06007CO520 C JUNE 8, 1998 JUNE 8, 1998 AE 150.7 810. Indicate the source of the Base Flood Elevation (8FE) data or base flood depth entered in 89. �( FIS Profile L! FIRM Community Determined (_i Other (Describe): 1311. Indicate the elevation datum used for the BFE in B9: (X ( NGVD 1929 L' NAVD 1938 L1 Other (Describe): 812. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? (_ j Yes L� No Designation Date: SECTION C - BUILDING ELEVATION INFORIVATION (SURVEY REQUIRED) C1. Building elevations are based on: (_jConstruction Drawings' j_($uilding Under Construction- LX IFinished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram'Number 8 (Select the building diagram most similar to the building for which this certificate is being completed - see -pages 6 and 7. If no diagram accurately represents the building, provide a s :etch or photograph.) C3.. Elevations — Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE;, AR, ARJA, AR/AE, ARJAi-A30, AR/AH, AR/A.O Complete Items C3a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the 8FE in Section 8, convert the datum to that used for the BFE. Show field measurements and datum conversion .calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum ___— ConversiorJComments Elevation reference mark used RM 59 Does the elevation reference mark used appear on the FI ❑ a) Top of bottom floor (including basement or enclosure) 152 7 ft.m C) b) Top of next higher floor ft.(ml OQ Yes L1 No ❑ c) Bottom of lowest horizontal structural member (V -zones only)--- ❑ d}Attached �� — — ft o o ����' �p,� 04/ garage (top of slab) ❑ e) Lowest elevation of machinery ft.(rnj c w ' -CO C� and/or equipment servicing the building 152 —1 P. 590% ❑ f} Lowest adjacent grade (LAG) 148.9 7 ft.(m) z.&` Exp.06-90-03 ❑ g} Highest adjacent grade (HAG) 149 1 ft (m) 7k ( z 47-01 ❑ h) No. of permanent openings (flood vents) within 1 ft, above adjacent, gradeC ❑ i) Total area of all openings See COmment$sq. ,V` L permanent (flood vents) in C3h in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION ,-"''rhis certification is to be signed and seated by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that the information in Sections A, 8, and C on this ceRi rcate repre-s=nts my best efforts to interpret the data available. i understand that any false statement maybe nunign.bi,_ D ,-,na ' �•..•.• r•••-••••. ..5. �. r. t��iivri ivvi. CERTlFIER'S NAME LAMBERT O. LOWE r LICENSE NUMBER RCE 59077 CIVIL ENGINEER Cor,IPA',lY NAME NORTHSTAR ENGINEERING CtiY STATE ZIP CODE 20 DEC RATION DRIV CHICO CA 95973 SIGNATURE / DATE TEL£PHOPIE �'y�✓' 12-17-01 530) 89.3-1600 �- m- r-nrm A-t_.ii at u: ,44 CS=C AF1/F ]mss CIf1G :=r1R r.nI`JTIN1 ICTlr).J RFPI Ar -FC AI I PRFVtr-11 IC Pn[T1r1.\1C IMPORTANT: In these spaces, copy the corresponding information from Section A. :F& Insurance"Eompariy`. se 3i>f BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 9125 ES UON ;>::::.-:;:<;:>::<:::::,>:;::: ;-t�<:::;•;:<::>.«:. CITY.... . . STATE ZIP CODE .Company NALC:Ftumher<s'=n >i ->; DURHAM CA • 95938 :: z SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS -TBM: BRIDGE SPIKE IN POWER POLE ON THE WEST SIDE OF ESQUON AT SOUTH EAST -CORNER PROPERTY. TBM ELEVATION = 150.04 • = c3i : 19 total vents- 17 @ 1.1' X 0.7' and 2 screened crawl spaces 2!3' x 1.7' Total vent area = 3,011 in^2. House area= 2,139 ft^2 Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO•AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMB -F, Section C must be completed. E1. Building Diagram Number ' (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _( 9.(m),[ L—lin-(cm) (_( above or �( below (check one) the highest adjacent grade. E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is (_L(Yt.(m) L—(—lin-(cm) above the highest adjacent grade. E4. For Zone AO :only: If no .flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? 1_1 Yes (_( No (_( Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -'issued or community -issued BFE) or Zone AO'must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NA:NIE ADDRESS CITY STATE ZIP CODE SIGNA COMMENTS DATE TELEPHONE SECTION G - COMMUNITY INFORMATION (OPTIONAL) Check here if attachments The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete' Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1, (_( The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor; engineer, or architect who is authorized by state or local law to certify elevation information- (Indicate the source and date of the elevation data in the Comments area below.) G2. (_( A community official completed Section E for a building located in Zone A (without a FEMA -issued or communityAs sued BFE) or Zone AO. G3. I—( The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER I G5. DATE PERMIT ISSUED I 6 D . DATE CERTIFICATE OF CONI PLIANCE/OCCUPANCY I G7. This permit has been issued for. Li New Construction I I Substantial Improvement G8.. Elevation of as -built lowest floor (including basement) of the building is: _ ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY SIGNATURE. COMMENTS HONE Check here if attachments 12/27/01 13:13 NORTHSTAR ENGINEERING 4 538214OPP1100 NO.884 001 1 r! FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.13_ No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31., 2002 ELEVATION CERTIFICATE ' important: Read the instructions on pages t • T. . ......,-...:..:.�::...�:: SECTION A - PROPERTY OWNER INFORMATION FQrins}ir'an;ygQparlkgp,•;; aUILOiNG OWNER'S NAME Pat Miller BUILDING STREET ADDRESS finciuoing Apt., Unit, Sutte, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. z::Cdi++QariY A1G.NuniD 3725 Honey Run Road ^ilrrFi3'. it_ iiSScRi:i_:tii CITY 'CA` 95969 e Paradise PROPERTY DESCRIPTIONLot and Block Numbers. Tare Parcel Number, Legal Descrlplien, etc.) APN 040-140-055 BUILDING USE (e.g. Residential. Non-residential, Addition. Accessory. etc. Use Comments section if necessary.) Residential' LATITUOE/LONGITUOE (OPTIONAL) HORIZONTAL DATUM: SOURCE_ (J GPS (Type): ( 00-40'.801W or lalt/aarb' U NAD 1927 LJ NAD 1963 LJ USGS Quad hlap (J Other. SECTION B -FLOOD INSURANCE RATE MAP (FIRM) .INFORMATION A'I. NAP COMMUNITY NAME 8 COMMUNITY NUMBER BZ COUNTY NAME 83. STATE BUTTE COUNTY UNINC 060017 BUTTE I CA 84- MAP ANO PANEL I 85. SUFFIX B6. FIRM INDEX 87. FIRM PANEL as. F 89. BASE FLOOD ELEVATION(S) NUMBER O c) Bottom of lowest horliontal structural member (V -tones only) •O DATE EFFECTIVE/REVISED DATE ZONE(S) (Lone AO, use depth of flooring) 06607CO520 C JUNE 8, 1998 JUNE 8, 1998 AE 150.7 810. Indicate the source of the Base Flood Elevation (SFE) data or base flood depth entered in B8. I I FIS Profile LX FIRM LJ Community Determined LJ Other (Describe): B11. Indicate the elevation datum used for the 8FE In 139: (X I NGVD 1929 LI NAVD 1988 "Other (Describe): 812. Is the building located in a Coastal 8arrter Resources System (CBRS) area or Otherwise Protected Area (OPA)? Lrj Yes X( No Designation Date: SECTION C - BUILOING ELEVATION INFORMATION (SURVEY REQUIRED) C7. Budding elevations are based on: t(Construction Drawings- (,•_(8ullding under Construction- L)Finished Construction 'A new Elevation CBrtif cite will be required when construction or the bu((ding is complete. C2" Building Oiagram'Number 8 (Select the building diagram most similar to the building for which this certificate is being completed - see • pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3.. Elevations — Zones AI -A30. AE, AH, A (with BFE), VE, V1430, V (with 8FE), AR ARIA, ARAE, AR/A1-A30, AR/AH, AR/AO Complete Items C3a-i'below according to the building diagram specified in llem C2. State the datum used. If the datum is different from the datum used torthe BFE in Section B. convert the datum to that used torthe 8FE. Show field measurements and datum conversion .calculation_ Use the space provided or the Comments area of Section D or Section G. as appropriate, to document the datum conversion. Datum Conversion/Contments Elevation reference mark used RM 59 Does the elevation reference marx used appear on the FIRM? (,J Yes (J No O a) Top or bottom floor (including basement or enclosure) 151.7_ O b) Top of next higher floor _ R.(m) o O c) Bottom of lowest horliontal structural member (V -tones only) •O ft (m) ft.(m) w d) Attached garage (top of slab) ; g 0 e) Lowest elevation of machinery and/or equipment servicing the building 151.7 R.(m) E O * lowest adjacent grade (LAG) 148 .'L— ft.(m) I I- O g) Highest adjacent grade (NAG) 0 14.9 -3 R.(m) O h) No. of permanent openings (doodivents) within 1 P, above adjacent grade O 1) Total area atoll permanent openings (Flood vents) in C3h See conunent9sa. in. (sq. cm) SECTION 0 -SURVEYOR, ENGINEER. OR ARCHITECT CERTIFICATION This certification is to be signed and seated by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certhry that the information irl Sections A, 8, and C on MLs cerfiffcata represents my best erfbas to interpret the data evailabte. I understand that anX false steternent may be punishaNe by Ane orimprIzorment under 18 U.S_ Cede, SecL`or 100j. CERTIFIER'S NAME LICENSE NUMBER RCF. 59077 LAMBERT O. LOWE TITLr - COMPANY. NAME NnRTr49TAR ENGTNFFRrNG =MA Cnrm Al -A1 AI Ir_ .t1G CEG QGVGggF .ginr Fr14 nnw-rlydl ICTInIJ QCp, Ar:FR Ai i vpGVinr iq Fnt'rirwc P12/27/01 13:13 NORTHSTAR ENGINEERING + 538214OPP1100 In these spaees. copy the corresponding information from tEETA00RESS (Inc" Ape_, Unit Suits, and/or Bldg. Ne,) OR P.O. A A. 23P NO.884 903 SECTION O = SURVEYOR, ENGIN(EER, OR ARCHITECT CERTIFICATION (CONTINUED) Cy opy both elites of tlti� Etevadon Certificate for (1)•coMunfty of i6il, (2) insurance agenl/company, and (3) building owner, COMMENTS _TBM: BRIDGE SPIKE IN POWER POLE ON THE WPST SIDE OF ESQUON AT SOUTH EASTICORNER - PROPERTY. TBM ELEVATION = 150.04 - c3i House: 29 vents 1411x6" total of 2436 in^2 - c3i Attached garage: 8 vents 14"x6" total 672 iti^2 E- ELEVATION INFORMATION Check here if AO AND ZONE A For Zone AO and Zone A (without 13FE), complete Items Efthrough E4. If jhe Gavation Certllicafe Is fntended for use as supporting fnformatibn Poi a LOMA or LOOP -F, Section C must he completed. 'r E1.. Building Diagram Number i.(Select the building diagram most similar to the building for which this certificate is being completed see pages 6 and 7. If no diagram acr�urately represents the building• provide a sketch or. photograph.) E2 The top of the bottom floor (including basement or enclosure) of the bWlding Is - ( 1 t Vm) Ll_Jln-(cm) LJabove cr Lj below (check one) the,highdst adjacent grade. E3. For 8uldng Diagrams 6-6 with openings (see page 7) the ne d higher floor or elevated floor (elevation b) of the building is L_Ltin.(ciil) above the highest adjaeeritgrade. E4. For Zone AO.only: if no .!food depth number is available• is the top of the bottom floor elevated In accordance with the community's fioodpiair management ardinanee? L_t Yes L(No "Unknown. The local official must certifv this Information in Section G_ SECTION F - OWNER OWNER'S CERTIFICATION The property owner or owner's au(horized representative who completes Sections A, 8,'and E• for zone A (without a FEMA4ssued or community -issued BFE) or zone AO'must sign here; PROPERTY 0 NER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE GATE TELEPHONE COMMENTS _j Check here if attachments SECTION Or COMMUNITY INFORMATION (OPTIONAL) The local ofPeill who is authorized by law orordinance to administer the communfty's floodplain management ordinance can complete SectionS A, e, C (or Q. and G of this Elevation Certificate Complete the applicable dem(s) and sign below. G1, LI The.inform ation in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certiy elevation information. (Indicate the source and date of the elevation data in the Ccu$ments area below.) -432 U A community, official completed Section E for a building located in Zone A (without a FEMA4ssued or community4ssued 8FE) or Zone AO. G3. LJ The 109"ng information (items G449) is provided for community floodplain management (purposes. G7_ This permit has been issued for.New Construction LI LJ Substantiae improvement 038.. Elevation of as-bult laa►est floor (including basement) of the building Is _ ft.(m) Datum; G9. SFE or (in Zone AO) depth of flooding at the building site is: _ ft(m) Datum: LOCAL WI—CM-Ea NAME TITLE COMMUNITY NAME TELEPHONE. . SICNATURE. DATE . COMMEN 5 Check here if attachments SITE PLAN REVIEW APPLICATION Date: q- b l o i AP# Q y 0 ( y o- 0,S5 Permit Number (if applicable) - 21 y APPLICANT INFORMATION Parcel Size: AC. Owners Name: Cy l,3 G IJam- Owners Address:ley &iL�VI L CA A S4 Telephone No.: 5 `3 LA- 3 4 y 2 Situs Address: rz i s Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition ® Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑. Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition ❑, Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel Other IN 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 q — 6' O I Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ 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: (See attache ttar e� • Flood Zone: • Flood Panel No.: 052© C_ Index Date: 6-8-38 ❑ Sacramento River Reclamation District (Approval must be obtained from the California 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 ❑ Administrative Permit ❑ Minor Variance ❑ Variance ----------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ 'Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: A-1 Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front L Side ' Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 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: 2-2`-i -I 2 Legal Access Provided: ❑ No 11 Yes Deed of Reference: 1-7 3'7 - 31 1 Legal Access Required E]No ® Yes Parcel Frontage on Publicly Maintained Road: ❑ No ® Yes, Road Name: LSQuopJ Z2), Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: IS Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger I❑ Obtain a Lot Line Adjustment ❑ 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 ------------------------------------------------------------------------------------------------------------------------------ Page 3 of 5 ❑ Subdivision Map/Parcel Map: Map Date of Recording: Lot: Book: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 Page: ❑ 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 on slopes steeper than 30%. 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. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ 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. Page 4of5 Summary of Specific Requirements: ApPr;?Zc ) S o TO 1 S ZL -Pr. This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 Awl vYd-/C/o— o.27� 200 1 —0040 1 23 Recorded Official Records County Of CANDACEEUTJ. GRUBBS Recorder ROSEMARY DICKSON Assistant 02:26PM 04 -Sep -2001 REC FEE 7.00 COPIES 1.00 PENALTY 3.00 Vickie Page 1 of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT J S FOR RESIDENTIAL DEVELOPMENT 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: S DEET of _rW No,eTN /0/7 `EFi oy - Mt6fwe,,-js 33 a 1,Z .3 Gts S�or,.�n on tof Cerf-aill t"ajP en7i'f%d, ••S UAb/V!s/o,,v OL�4N 0GX712/fAA,( S'i/FiF LAS 11 SETTLENL�itJT �� F��/,�JCr � PD,Q7% per/ OF 7�F �sQvonl R/+NG H -a 51TUA-TY6 nlEftR 1VXt)A-1K, 6U7iF- COUAJ y CALJFaP-A11,4 ", which Ma ,grecs Fled r'n 'fk.e o-pf o F t ti �eco�al er f'lt2 Co u n )'L vG '3cd f e .ftp fe of -- 1-7, f17, IRIS �`�► 8 o o (c o f yka.PS 4 t f aY-0 f lo, l7, 4 nd /'? I &her' r✓Ifh a /2o ,� Q xc lvS/vim edJemenf /S "u -t A► l.1'0(7A far Xn i'l f� , ; �o MCc�I-rl�ir� S�rcl difzh, ore anoi Cclon� - EQs1` � - �2¢f of ffw -IJ, -tk 67X6 fee-( o"F .SOc/� /4-llofoianf no. 3`/. .q�/So �le724 `tam exclur-�' ��fe.�enf Zo fz�Fi:� cvr'�fl.. {via.. rr/ gZ d.�k,�a�¢i' �✓iy-4 ri' kl- do mot;,*vk S;cid a/)-Ack overu*'L"l a/`on� �2 ot%or7`1i Zc� afee� �at� PROPERTY OWNERS: ©� -cdAd �4�/otrk est n o. 3 3, --a State of California ��^^�� County of .�/V-16L_ On '1'4vti Ul%2nCILt i�. C� �.ber l aid de) O ( before me, i��S , /AJ0WV AL B&C— personally appeared W (-=vDy ANA) &A -M $E?-C�b known4o-me (or proved to me on the basis of satisfactory evidence) to be the pets( insPer nt and acknowledged to me that be/�hey executed the same in b hisheir signature(, on the instrument, t e person,0 or the entity upon insnt. / / WITNESS official I � Signature Ste: A.P. # lose name(tj is/aewsubscribed to the within heir authorized capacity", and that by of which the person acted, executed the F� ,. aoff '-.�•� Iii w J s r z --------------. -------c. 11 1 I�iI I if 1 I 1 1 , Lep-W I 11 I o N I HilTRiii APPROVED county • if -------------------- ama �p� DEN LIVING ;ZOOM 5 r ,' n -a• x Ir-�• � J -o•, ea' vet G hT A DIccT ENDMAKER PLAN 497R 1762 M. FT. (REVERSE) ISO q r�zw� 'T';,CO-19 Q. RE �4 1 CJllli'[1 "31_ F i Y J� O 30'-0' k Lit' -4• !1 L2 -LO' K 34'-9' I= Law W � � I 1 ------------- 3------------------.E I 1 ? fi' FAMILY R012M 36 X W-7. PATI DRCH I • aY + Envl,,ro mental Healrli 011, 1 r I _AUG 3 0 2001 4x4 .4- Chico, CA &.o1 -o• x lc_ II OPT. GARAGE i m J+[ oN-air€ i i � n�c�ttw I 1 jJ I J I ,, r,I' i - -� ' 1➢Llife' 1 I 1 1 , Lep-W I 11 I o N I HilTRiii APPROVED county • if -------------------- ama �p� DEN LIVING ;ZOOM 5 r ,' n -a• x Ir-�• � J -o•, ea' vet G hT A DIccT ENDMAKER PLAN 497R 1762 M. FT. (REVERSE) ISO q r�zw� 'T';,CO-19 Q. RE �4 1 CJllli'[1 "31_ F i Y J� O 30'-0' k Lit' -4• !1 L2 -LO' K 34'-9' I= Law W � � I 1 ------------- 3------------------.E I 1 ? fi' FAMILY R012M 36 X W-7. PATI DRCH I • aY + Envl,,ro mental Healrli 011, 1 r I _AUG 3 0 2001 4x4 .4- Chico, CA COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75,5A1 (-a5P RMIT NO. (Rev.12/96) APPLICATION AND PERMIT �- ASSESSOR PaVLINI4EO-O55 ZOXIGO BUILDING PERMIT OWNER WWEENDlY CUMBERLAND TEn$NE3442 SO. FT. OCC. BUILDING VALUATION 224 G9V 2!191200 OWNOiS N t�D`5WK KNOLL WAY, OROVILLE 95966 CONTgACTOa•S,1MONST TEf IQNE2144 .7„J}.,3} CONTRACTC81' LJ{� `2T'JACK LN, ORO 95965 �EjR��jj} CONSTRUCTION LEND, Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 5400 ARCHITECT OR ENGINEERS MAULING ADDRESS Plan Checking Fee $ 25 10 BUILDING ADDRESS 9125 ESQUON RD, DURHAM Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Iing ee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome q Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilifies ❑ Installation ❑ Other)] Describe Work: COVERED DECK Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 OR Main Service ".OA oR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. G OWNER-BUILDER I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I 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. ❑ I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit Is for work of a valuation of one hundred dollars ($100) or less.) ertify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers'. compensation laws of California, and agre at ff I should become subject to the work co pe sation provisions of c agree n 3700 of the Labor Code, I shall fo with co h th pro ' ' n ._ O / X i Date (, J ( Sig a A Ican - ❑ Ow er ontractor ❑ Agent An OSHA permit is required for exca tions over 60" deep and demolition or construction of structures over 3 stories in height. Main Service zooA TO tOooA 46.00 NEW CONST. owELUNG Occup. 3.52sFr°: ORwos•( . ff.— MuiT�i ==.T @7.50 POWER APPARATUS a sIN E OUTLET CAR Ex. Occu ounEr OR FIXTURES a �':� Ex. Occup. ours R p,LNS OEAL 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEP $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $109.10 _ D. IMP _ X FLOOD AE CDP — PARCEL X PD X HD X ISS This permit is hereby Issued under of the Butte CountyCode and/or indic b for hid fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date l.010(v O1 la zr Op/ ate Receipt No. 336617 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION -7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7 1 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT — ASSESSOR PARCEL NU1kktAC ry�-� zON� BUILDING PERMIT . OWNER ♦ A / .�J//' v /) ,.ice e// /I"/ �e��/1S� / i /1 »,FT, IAQC.�l BUIMli1i©N l ATI ;:1 LENDER'S MNUNG ADORESS ARCNrrECT OR ENGINEER ARCWTECT OR ENONEER'S MAIJNG ADDRESS SU0.DINOADORESs / _ LOTNO. I SUBONLCIONBNAME USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other sPEcsv TYPE OF WORK New ❑ Addition ❑ Re el Utl' ❑ h llation ❑ er 13Describe Work: 4pjj � UC -_z_ *PERMIT FEE PA20 SRA ' SHERIFF OTHER AA 0VNT RECE XVEb Total Valuation PERMIT FEE ! Filing Fee b 20.00 Permit Fee b Plan Checking Fee b Energy Plan Checking Fee b 46.00 b PERMIT FEE t _ PLUMBING PERMIT Fling Feel 20.00 Each Trap 7.00 Solar or heat pump water heater 1 23.00 Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I WT—'4— (&20.00 EX. OCCU PERMIT FEE ! 20 O 1'00 BAL 0 .70 ELECTRICAL PERMIT Fling Fee 20.00 Main Service aOGV OR LESS low OR LESS 23.00 Main Service 20GA TO IOOOA 46.00 NEW CONST. ( OR ADONS. DWEILINO OCCUP. k ACC. BLDS. SO 3.5¢FT. NON•MW RESID. MULTI.OUTLET N CMCLM 97.50 EX. OCCU OvnET OR FIXTURES 20 O 1'00 BAL 0 .70 Ex.OCCU FIXED OR oLrn.Ers EsiD. Ew 5.00 —Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 !a PERMIT FEE b MECHANICAL PERMIT Fling Fee _ 20.00 8.50 PERMIT FEt $ Mobile Home Installation Fee b Energy Inspection Fee b occI 07W— TOTAL FEE $ "AZ. I 0- FEES 'afar HUMse� �Jio(0�7 * TO Be PUT IIQTp COMPUTER This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By PERMIT EXPIRES ON Date COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 �aWPERM T APPLICATION DATA SHEET OWNER:O�01 ASSESSOR PARC ER: T v D`J _5 Proposed Building Use: Building Inspector: el Date: At time of permit application, I was advised the following data must be subluitted prior to permit processing and/or issuance: Date Received By 1. All items have been submitted-------------------------------------------------------------------------------------- lot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ omplete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ❑ 6. Energy Design Compliance and supporting documentation. ----------------------------------- 07. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications. ❑ 10. Fees of $------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. --------------------- alifornia Department of For plLaplproval/fees.--------- --- lood elevation certificate. ------- ` !a1(anitation and plot plan approvalealth Department. ❑ 15. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. --------------------------------------- ❑ 17. Planning approval for (A) Use: C44, (B) Parking: ------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainag�Legal Parcel. ----------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- ❑20. Pre -inspection for required Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). ---------------------------;------- 022. Workers' Compensation carrier and policy number. -----------------------------------------!-- ------ E123. Owner-Builder -----❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - ---------------------------------- -- ❑24. Letter of signature authorization. ------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. ❑26. Letter of intent on building use. ---------------------------------. ❑27. Manufactured Home utility clearance. -------------------------- ❑28. Existing violations and/or expired permits. ---------------------- 029. ----- --------------- ❑29. 11433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: you is ro s �s follows ❑Mail to own Zenelephone75�nj and hold for pickup Applicant: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ A Copy of plans sent ❑ Health Department, ❑ Fire Departments goOther: 1W'!�%/// (Date) 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by , one, mail, ❑ Building Division counter, by ate: 10-1-21-117- Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, o mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by o phone, ❑ mail, ❑ Building Division counter, by Date - Plans T0T Plans reviewed by: Date: Plans approved by: Date: 0.2 a?' 1 Sets of plans on hold in ❑ Plan Cabinet;: ❑ A.P. folder. Note transfer by: Date: -7� us ONLY (✓ �/� Rot Pbn Attac Tom„ Flabr Pf�n A Sent to B.O. / TO: Building Department 1 �� FROM: Environmental Health SUBJECT: Sanitation Clearance O� Owner Location TR AP# / Plan Approved for: Sewage Disposal Water Supply: Puihlic Private Well 1/ Clearance for dwellinc. Other Id final for: naT—cre—arance O.K. for: NOTE: d Environmental Health Specialist 8/96 Date October 25, 2001 Wendy Cumberland 2256 Oak Knoll Way Oroville, CA 95966 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 040-140-055 Building Permit Number: 01-2587 This office reviewed building plans for the permit application referenced above. THE PLANS ARE APPROVED. Please fill out owner portion of form enclosed and either give to your contractor or mail back to this office. Permit can be released when form is recieved. Sincerely, Martha Christy Plans Examiner ILII:\:[I 'N' IT, Ll I lk �q "The Better Idea Homes" INTRODUCTION Fuqua Homes, Inc. has engineered, constructed and inspected each of its homes to conform to the Federal Mobile Home Construction and Safety Standards in effect at the time of manufacture. This manual contains specific instructions which are required to ensure the correct installation of your home. Even with this manual, the set-up should only be performed by a qualified installer. The testing of various utility systems and their proper connection must only be performed by experienced personnel. Compliance to the procedures in this manual are essential in order to maintain full warranty coverage and avoid service problems. It should be noted that many of the illustrations and instructions apply to mufti -sectional homes only and are not used in the set-up of single sectional homes. Recommended procedures contained in this manual may be altered when justified by field experience. The alternate method must result in a final condition at least equal to the condition which would have resulted by conforming to the details and specifications contained herein. For example, on mufti -section installation, it may be advantageous to connect at the floor line prior to connecting at the roof line or vice versa. Either method is acceptable provided the fastener schedule is followed. Many times throughout this text, the words "shall", "must", "should" and "may" are used. The words "shall' or "must" indicate a requirement which is essential to satisfactory and safe product performance. The words "should or "may" indicate a recommendation or advice which is not essential and not required but which may be useful or helpful. Because new products and methods are constantly being introduced, additional or revised instructions may be required. Applicable addenda may be found inside the back cover of this manual. THIS MANUAL DESIGNED FOR HOME MODEL # SERIAL # Numerous "Signal Panels" are located throughout this manual. These signal panels call your attention to potentially hazardous conditions which you should be aware of as you setup this house. Be sure to review the definitions below and look for the Signal Panels interspersed throughput this manual. ! ! ! DANGER ! ! ! Danger is used to indicate the presence of a hazard which will cause severe personal injury, death, or substantial property damage if the warning is ignored. I ! I WARNING I I I Warning is used to indicate the presence of a hazard which can cause severe personal injury, death, or substantial property damage if the warning is ignored. I! ! CAUTION ! I! Caution is used to indicate the presence of a hazard which will or can cause minor personal injury or property damage if the warning is ignored. I ! ! NOTICE ! ! ! Notice is used to notify people of information which is important but not hazard - related. TABLE OF CONTENTS INTRODUCTION............................................................... 1 TABLE OF CONTENTS.......................................................... 2 FOUNDATIONSYSTEM......................................................... 3 General; Moisture control; Perimeter supports; Piers, footings & soil requirements; Pier loads at frame; Pier selection instructions; Pier loads at column locations; Pier and footing notes; Footing size table; Pier loads at sidewall openings POSITIONING & ASSEMBLY ..................................................... 11 Positioning the first section; Positioning the second section; Floor Connection; Alignment procedure; Ridge beam connection; Column supports; Ridge closure; Endwall connections; Hinged rafter chord assembly (optional) EXTERIOR CLOSURE.......................................................... 15 General information; Vinyl lap siding; Vertical plywood or hardboard siding; Log siding; Horizontal hardboard lap siding; Bottom closure patching; Under carriage protection ANCHORINGSYSTEM......................................................... 18 INTERIORFINISH............................................................. 21 Wall joints; Ceiling joints; Carpet UTILITY CONNECTIONS........................................................ 23 General; Water system; Drainage system; Gas system; Heating system; Electrical system FIREPLACE & APPLIANCE INSTALLATION .......................................... 29 Fireplace installation; Clothes dryer exhaust; Skirting; Air conditioner installation; Evaporative cooler; Exterior light connection FINALINSPECTION........................................................... 32 General; Exterior Siding & Trim; Roofs; Clearances; Operational Check RELOCATION................................................................ 33 O FEDERAL MANUFACTURM Q HOUSING CONSTRUCTION L1J U i SAFETY STANDARDS JUN 30 1997 23 Q 2 FOUNDATION SYSTEM GENERAL Most mobile homes constructed by Fuqua Homes are designed to be supported by a'pier and beam" foundation. A home constructed in this manner utilizes the steel undercarriage as an integral part of the foundation system. The weight of the home is supported by the undercarriage which is placed on a series of 'columns" or 'piers". All Fuqua Homes are designed to be anchored to the ground to resist wind forces with frame ties only. Over -the -roof tie -down straps may be used in conjunction with the frame ties, if preferred. The piers on which this home is to be placed must be capable of sustaining the total weight of the home, its contents, plus additional temporary loads caused by the wind or snow. As the temporary loads caused by the elements vary throughout the country, the Department of Housing and Urban Development has established specific design requirements to resist these forces. Zone maps reflecting these requirements are shown on a Certificate of Compliance sheet which is usually posted inside a kitchen cabinet door, inside the furnace compartment or in some other convenient location. Other specific design data to which this home was constructed will also be shown on the compliance certificate. This home must not be placed in an area of the country where the construction is not adequate based on the design requirements. In various parts of the country, local governing agencies occasionally impose additional loading requirements which may differ from the, design conditions of your home. It is the responsibility of the homeowner, dealer, and/or the set-up personnel to assure that the actual construction, foundation and set-up meet all local building requirements and that all required inspections are called for. The foundation system selected must be compatible with local soil conditions. MOISTURE CONTROL The area beneath and around the home must be graded and sloped to avoid surface water accumulation. Should moisture be allowed to stand under the home for long periods of time, the unavoidable result will be deterioration of the floor decking and siding. If your home is skirted (see skirting in Exterior Closure section), an approved ground vapor barrier, minimum 6 mil visqueen, shall be placed on the ground beneath the home. To be fully effective, the edges of the vapor barrier material 3 should be overlapped a minimum of 12 inches and have no holes. Failure to provide a vapor barrier could void the warranty on the flooring and siding. See Skirting in Exterior Closure section for ventilation requirements. PERIMETER SUPPORTS The design of the floor system of this house may require the installation of perimeter supports. If this is the case, the serial number stamped on the front crossmember will end in the letters IPSI. Perimeter supports are designed to carry roof and wall loads and .must be installed when required by the design. Failure to install these additional supports will result in excess floor crowning and/or total floor failure. If perimeter supports are required, separate Foundation Details or Perimeter Support Details will be provided. PIERS, FOOTINGS & SOIL REQUIREMENTS Typically, concrete blocks or adjustable steel piers are used for piers. The piers selected should be labeled to indicate the maximum pier capacity or the supplier should certify the maximum capacity. In either case, the maximum pier capacity must not be exceeded. Normal pier height may not exceed 48 in. When site conditions require the home be supported at heights greater than 48 in., the foundation system must be designed by a registered professional engineer. Footings and foundations, unless specifically designed otherwise, shall be constructed of masonry, reinforced concrete or pressure treated lumber. In geographical areas subject to freezes, the bottom of foundations must extend below the frost line established by local records. Footings shall be so designed that the allowable bearing capacity of the soil is not exceeded. Footings shall rest on undisturbed or minimum ninety percent (90%) compacted soil of uniform density and thickness. Where the bearing capacity of the soil is not definitely known or is in question, a soil bearing capacity of 1000 psf shall be used in the foundation design or engineering soil tests shall be performed to determine the actual soil bearing capacity for the site in question,®tet¢ -*,® !p fJ'�,z�1 ufP VV. KEL G Foundations should be built upon natural solid ground. Where solid ground does not occur at the foundation depth, such foundation shall be extended down to natural solid ground or piles should be used. Foundations built upon mechanically compacted earth or fill material are subject to the approval of local building officials to show evidence that the proposed loads will be adequately supported. PIER LOADS AT FRAME There are several factors that must be considered when selecting and installing piers. The most important are: (1) the size of the home; (2) the load -carrying capacity of the pier design; (3) the soil bearing capacity; (4) the design roof load; and (5) the spacing between the individual piers. The following instructions have been prepared to assist you in meeting all necessary requirements. PIER SELECTION INSTRUCTIONS 1. Determine the load carrying capacity of the piers to be used. This manual has been ---------------------- MARRIAGE LINE LOCATE PIER WITHIN 2' OF EACH END OF EACH MAIN RAIL. designed for minimum 4000 lbs. steel piers and concrete blocks conforming to ASTM C-90 or C-145. Steel piers must be listed or labeled for the minimum 4000 lbs. working load. The working load of the concrete piers shall be as shown on page 6. 2. Determine the pier load from the Frame Pier Loading Tables based on the roof load, floor width, eave width and pier spacing. Contact your local building department for minimum roof load requirements where the home is being set. The design roof load of the home may be found on the back of the Homeowners Manual or on the Certificate of Compliance boated in the home. If you are unable to locate this information, contact the Dealer where the home was purchased. The pier load may not exceed the allowable load for the pier being used. 3. Based on the pier load, from the Frame Pier Loading Tables, and the soil bearing capacity at the site, select the footing or pad size to be used from the Footing Table on page 6. FRAME 1-\- 1 PIER SPACING FROM TABLE BELOW. I I FLOOR VIDTH I 'FLOOR WIDTH t Ii -------------------------- J OPTIONAL EAVE FRAME PIER LOCATION DIAGRAM ILLUSTRATION 1 4 OF T��A :. r.. J RAA C, W. KUNKEI 5 •IZ PIER LOADS AT COLUMN LOCATIONS In addition to providing piers for supporting the frame, piers are also required to support concentrated loads along the marriage line. Column loads and locations along the marriage line and at large openings in the sidewall are designated on the Column Support Specification Sheet in the back of this setup manual. FRAME PIER LOADING TABLES Pier loads expressed in pounds per pier location. Use this table when no eaves arepresent) floor eave 48" on center pier spacing 72' on center pier spacing 96" on center pier spacing width width Roof live loads in psf. Roof live loads in psf. Roof live loads in psf. in in 20 30 40 60 80 100 20 30 40 60 80 100 20 30 40 60 80 140 0 2217 2450 2683 3150 3617 4083 3325 3675 4025 4725 5425 6125 4433 4900 5367 6300 7233 154 0 2438 2695 2952 3465 3978 4492 3658 4043 4428 5198 5968 6738 4877 5390 5903 6930 7957 164 0 2597 2870 3143 3690 4237 4783 3895 4305 4715 5535 6355 7175 5193 5740 6287 7380 188 0 2977 3290 3603 4230 4857 5483 4465 4935 5405 6345 7285 8225 5953 6580 7207 Pier loads expressed in pounds r pier location. Use this table with maximum 12 inch eaves floor eave 48" on center pier spacing 72" on center pier spacing 96" on center psirs cin width width Roof live loads in psf. Roof live loads in psf. Roof live loads in psf. in in 20 30 40 60 80 100 20 30 40 60 80 100 20 30 40 60 80 140 12 2613 2888 3163 3713 4263 4813 3919 4332 4745 5570 6395 7220 5226 5776 6326 7426 154 12 2833 3131 3430 4026 4622 5219 4250 4697 5144 6039 6934 7828 5666 6263 6859 164 12 2991 3305 3620 4250 4879 5509 4486 4958 5430 6375 7319 5981 6611 7240 188 12 13369 3723 4078 4787 5496 6206 5053 5585 6117 7181 16738 7447 Pier loads expressed in pounds r pier location. Use this table with maximum 24 inch eaves. floor eave 48" on center pier spacing 72" on center pier spacing 96" on center pairs a width width Roof live loads in psf. Roof live loads in psf. Roof live loads in psf. in in 20 30 40 60 80 100 20 30 40 60 80 100 20 30 40 60 80 140 24 3042 3362 3682 4323 4963 5603 4563 5043 5523 6484 7444 6084 6724 7364 154 24 3258 3600 3943 4629 5315 6001 4886 5401 5915 6944 7972 6515 7201 7887 164 243412 3771 4131 4849 5567 6286 5118 5657 6196 7274 6825 7543 188 24. 3785 4184 4582 5379 6176 6973 5678 6275 6873 7570 Notes: 1. Use only piers rated to meet the minimum pier loading requirement shown above. 2. Maximum pier spacing may not exceed 96 inches on center. 3. Maximum distance from end of house to first pier may not exceed 24 inches. 4. Pier and footing weights must be added to the pier loads shown above when determining the footing size from the Footing Size Table on page 8. I. '�'��• 1111 to EX • •e�a��•� Nl.ii << e 3 O°*RfGISTE��°�U�'C 1� �• FSSIpNI�� Ee?? AE ;ONTACT PAD (4x4x1 4" TEEL PLATE TYPICAL). ADJUSTABLE NUT AND WASHER IF REQUIRED LISTED STEEL PIER (MINIMUM 4000# LOAD) r v 11,1G SINGLE STEEL PIER (MAX 4000# LOAD) RIM JOISTS AT MARRIAGE LINE. 4x6x20" SUPPORT AT MARRIAGE LINE. #2 SOUTHERN PINE OR #2 DOUGLAS FIR. (NO SPLITS) FOOTING DOUBLE STEEL PIER (MAX 8000# LOAD) ALL PIERS SHALL HAVE A BASE SIZE OF 10" X 10". 4x6x20" SUPPORTS ADJACENT PIERS SHALL AT MARRIAGE LINE. HAVE CENTER TO CENTER #2 SOUTHERN PINE SPACING NOT EXCEEDING OR #2 DOUGLAS FIR. 14 INCHES. (TYP.) (NO SPLITS) 4x6x20" SUPPORTS #2 SOUTHERN PINE OR #2 DOUGLAS FIR. (NO SPLITS) FOOTING QUAD STEEL PIER (MAX 16,000# LOAD) MALAr MIN 3/4" THICK PIER CAP SOUTHERN PINE OR HEM—FIR. IIN 2" SOLID CONCRETE CAP BLOCK HOLLOW—CORE CONCRETE BLOCK WITH CELLS VERTICAL. FILL ALL CELLS ON BOTTOM COURSE WITH GROUT IF PIER LOAD EXCEEDS 4000 LBS. FOOTING BLOCK ORIENTATION SHOULD BE ALTERNATED FROM PARALLEL TO PERPINDICULAR WITH THE FRAME FOR MAXIMUM STABILITY. CONCRETE/MASONRY PIER (MAX 8000# LOAD) CONCRETE/MASONRY PIER (MAX 16000% LOAD) 6 X 16" SUPPORTS dG MARRIAGE LINE. fHERN PINE OR HEM—FIR. MIN 3/4" THICK PIER CAP HEM—FIR OR SOUTHERN PINE 1 2" SOLID CONCRETE CAP BLOCK AOLLOW—CORE CONCRETE BLOCK NITH CELLS VERTICAL. FILL ALL CEU )N BOTTOM COURSE WITH GROUT IF DIER LOAD EXCEEDS 8000 LBS. FOOTING WHEN SOUTHERN PINE OR HEM—FIR ARE CALLED FOR, OAK OR WALNUT OF THE SAME GRADE MAY BE SUB— STITUTED. SHIM NOTES: 1. USE SHIMS BETWEEN THE FRAME OR JOISTS AND THE PIER CAP FOR FINAL LEVELING. 2. SHIMS SHALL BE MAX. 1" THICK AND MIN. 4" WIDE AND 6" LONG. ALL SHIMS SHALL BE SOUTHERN PINE OR DOUGLAS FIR. 3. SHIMS ARE TO BE FITTED AND DRIVEN TIGHT BETWEEN THE PIER CAP AND FRAME OR JOISTS. 4. ONE SQ. IN. OF CONTACT IS REQUIRED (FOR EACH 520# OF LOAD) BETWEEN THE BEAM ABOVE AND THE SHIM 'AS WELL AS BETWEEN THE SHIM AND THE PIER. LEVELING SHIMS ®o OF•F 6 � Q PIER CONSTRUCTION DETAILS ILLUSTRATION 2 ,;c.;�A,I 4.UNKEL 6 e,- -9 3 PIER & FOOTING NOTES: 1. All steel piers must be listed or labeled for minimum 4000 pound working load. 2. Contact pad on steel pier to be minimum 4' x 4' x 1/4' thick steel. 3. Adjustable screw on top of steel piers may not have more than 2' of exposed thread above the nut. 4. All piers shall be centered on footings. All piers shall have a length to width ratio not exceeding 2.0. 5. All masonry units shall conform to ASTM C-90 or ASTM C-145. (fm'=2000 psi min.) 6. All lumber and plywood within 6' of the ground or in contact with concrete shall be pressure treated with the following information available. * Identity of the company doing treatment and the month and year treatment performed: * Symbol for the type of preservative used. * The American Wood Preservers Bureau Ouality control trademark (report no. AA -517). * The letters 'tso' indicating 'treatment service only' where applicable. * The proper grade marking to identify the specie and grade of wood. * AWPB-FDN (identifies authorization under this report. 7. Where lumber is cut after treatment, the cut surface shall be brush -coated with minimum 3% solution of the same preservative used in the original treatment; or shall be field treated in conformance with AWPA standard M4-80 using a 5% solution of pentachlorophenol, copper, naphthenate containing'a minimum 2% copper metal, a 3% solution of APA, CCA, types A, B, or C, or a 5% solution of FCAP or ACC: or creosote in conformance with AHPA. 8. In geographic areas where freezing occurs, the bottom of the footing shall extend below the frost line. 9. Footings shall rest on undisturbed or minimum 90% compacted soil of uniform density and thickness. No organic material shall be permitted beneath the footing. Check with local code officials to insure that footing depth below grade satisfies local code requirements. 10. Where termite hazard exists, precautions should be taken to prevent termites. from attacking the wooden structure. 11. Site must be adequately graded so that water drains away from the foundation and does not accumulate under the home. 12. Soil or gravel under wooden footing shall remain dry and be free draining. .•` a S} • r" �: JERALD VV. KUNK 49961 FOOTING SIZE TABLE Maximum Minimum footing size pier Minimum soil bearing capacity load 1000 psf 1500 psf 2000 psf 2500 psf 3000 psf 1000 144 sq. in. 144 sq. in. 144 sq. in. 144 sq. in. 144 sq. in. 1200 173 sq. in. 144 sq. in. 144 sq. in. 144 sq. in. 144 sq. in. 1400 202 sq. in. 144 sq. in. 144 sq. in. 144 sq. in. 144 sq. in. 1600 230 sq. in. 154 sq. in. 144 sq. in. 144 sq. in. 144 sq. in. 1800 259 sq. in. 173 sq. in. 144 sq. in. 144 sq. in. 144 sq. in. 2000 288 sq. in. 192 sq. in. 144 sq. in. 144 sq. in. 144 sq. in. 2200 317 sq. in. 211 sq. in. 158 sq. in. 144 sq. in. 144 sq. in. 2400 346 sq. in. 230 sq. in. 173 sq. in. 144 sq. in. 144 sq. in. 2600 374 sq. in. 250 sq. in. 187 sq. in. 150 sq. in. 144 sq. in. 2800 403 sq. in. 269 sq. in. 202 sq. in. 161 sq. in. 144 sq. in. 3000 432 sq. in. 288 sq. in. 216 sq. in. 173 sq. in. 144 sq. in. 3200 461 sq. in. 307 sq. in. 230 sq. in. 184 sq. in. 154 sq. in. 3400 490 sq. in. 326 sq. in. 245 sq. in. 196 sq. in. 163 sq. in. 3600 518 sq. in. 346 sq. in. 259 sq. in. 207 sq. in. 173 sq. in. 3800 547 sq. in. 365 sq. in. 274 sq. in. 219 sq. in. 182 sq. in. 4000 576 sq. in. 384 sq. in. 288 sq. in. 230 sq. in. 192 sq. in. 4500 648 sq. in. 432 sq. in. 324 sq. in. 259 sq. in. 216 sq. in. 5000 720 sq. in. 480 sq. in. 360 sq. in. 288 sq. in. 240 sq. in. 5500 792 sq. in. 528 sq. in. 396 sq. in. 317 sq. in. 264 sq. in. 6000 864 sq. in. 576 sq. in. 432 sq. in. 346 sq. in. 288 sq. in. 6500 936 sq. in. 624 sq. in. 468 sq. in. 374 sq. in. 312 sq. in. 7000 1008 sq. in. 672 sq. in. 504 sq. in. 403 sq. in. 336 sq. in. 7500 1080 sq. in. 720 sq. in. 540 sq. in. 432 sq. in. 360 sq. in. 8000 1152 sq. in. 768 sq. in. 576 sq. in. 461 sq. in. 384 sq. in. 8500 1224 sq. in. 816 sq. in. 612 sq. in. 490 sq. in. 408 sq. in. 9000 1296 sq. in. 864 sq. in. 648 sq. in. 518 sq. in. 432 sq. in. 9500 1368 sq. in. 912 sq. in. 684 sq. in. 547 sq. in. 456 sq. in. 10000 1440 sq. in. 960 sq. in. 720 sq. in. 576 sq. in. 480 sq. in. 11000 1584 sq. in. 1056 sq. in. 792 sq. in. 634 sq. in. 528 sq. in. 12000 1728 sq. in. 1152 sq. in. 864 sq. in. 691 sq. in. 576 sq. in. 13000 1872 sq. in. 1248 sq. in. 936 sq. in. 749 sq. in. 624 sq. in. 14000 2016 sq. in. 1344 sq. in. 1008 sq. in. 806 sq.. in. 672 sq. in. 15000 2160 sq. in. 1440 sq. in. 1080 sq. in. 864 sq. in. 720 sq. in. 16000 2304 sq. in. 1536 sq. in. 1152 sq. in. 922 sq. in. 768 sq. in. 17000 2448 sq. in. 1632 sq. in. 1224 sq. in. 979 sq. in. 816 sq. in. 18000 2592 sq. in. 1728 sq. in. 1296 sq. in. 1037 sq. in. 864 sq. in. 19000 2736 sq. in. 1824 sq. in. 1368 sq. in. 1094 sq. in. 912 sq. in. 20000 2880 sq. in. 1920 sq. in. 1440 sq. in. 1152 sq. in. 960 sq. in. Notes: 1. 2. 3. Footing configurations must have a lenght and width ratio that does not exceed 2.5 to 1. The pier load, footing weight and pier weight must all be included when determining fqm, Sizes of typical footing configutations are shown below. f��iptE 11'/+ x 24 = 270 sq. in. 16 x 16 = 256 sq. in. %%41 yam: 22'2 x 24 = 540 sq. in. 24 x 24 = 576 sq. in. �� • 8 TYPICAL FOOTING. 8"x8"x16" CONCRETE BLOCKS /—WITH CELLS IN VERTICAL POS. FILL ALL CELLS ON BOTTOM COURSE WITH GROUT. (TYP) TCONCRETE✓FOOTINGS. (SIZE FOOTINGS FROM FOOTING SIZE TABLE ON PAGE 8 AND FROM THE FOOTING THICKNESS TABLE BELOW.) Fc'=2500 PSI MIN. (TYP) CONCRETE CONCRETE FOOTING CONCRETE FOOTING CONCRETE FOOTING THICKNESS TABLE MAX DIST FROM PIER TO EDGE OF FOOTING. UNREINFORCED REINFORCED FOOTING MAX SOIL BEARING"' MAX SOIL BEARING* THICKNESS 1000 2000 3000. 1000 2000 3000 4 in. ** 0 in. 0 in. 0 in. N/A N/A N/A 6 in. 7 in. 6 in. 5 in. N/A N/A N/A 8 in. 10 in. 8 in. 7 in. 22 in. 16 in. 13 in. * MAX. SOIL BEARING PRESSURE IN PSF. * * 4" CONCRETE FOOTINGS MAY NOT BE USED WITH STEEL PIERS. TYPICAL CONCRETE FOOTING. Fc'=2500 PSI MIN. (TYP) BAR 4" LESS THAN FOOTING DIMENSION SPACED AT 8" O.C. IN BOTH DIRECTIONS. PLACE BOTTOM BARS WITH 3" COVER FROM THE BOTTOM OF THE FOOTING AND SUPPORT THE UPPER BARS WITH THE BOTTOM BARS. ALL BARS TO GRADE 40 DEFORMED. NOTES: 1. THE LONGEST HORIZONTAL DIMENSION OF ALL PIERS MAY NOT BE GREATER THAN TWICE THE SHORTEST HORIZONTAL DIMENSION OR THE PIER. 2. ALL CONCRETE FOOTINGS MUST BE NORMAL WEIGHT (145 PCF). 3. CONCRETE FOOTINGS FOR STEEL OR CONCRETE PIERS WITH LOADS EXCEEDING 8000#. MUST BE SQUARE4. 8" THICK FOOTINGS ARE REQUIRED FOR PIER LOADS EXCEEDING 8000# WHEN SOIL BEARING PRESSURE EXCCEDS 2000 PSF. WOODEN FOOTING (MINIMUM 1.5" THICK; MUST BE PRESSURE TREATED) SOUTHERN YELLOW PINE #2 OR HEM—FIR #2. i% FOOTING MAY EXTEND MAX DISTANCE —� FROM PIER AS SHOWN IN TABLE BELOW. WOOD FOOTING TABLE MAX DIST FROM PIER TO EDGE OF FOOTING MAX SOIL BEARING* 1000 2000 3000 1 1 " 7' 5" WOODEN FOOTING (WITH SINGLE FOOTING PAD) MAX SOIL BEARING PRESSURE IN PSF. FOOTING DETAILS ILLUSTRATION 3 OF T"dl� JERALG W. KLINKMEL S - i. 2, i LOAD DISTRIBUTION i ELEMENT. MIN 1.5" !I THICK; PRESSURE TREATED; SYP #2 OR H—F #2. WOODEN FOOTING (WITH DOUBLE FOOTING PAD) Determine footing size from Footing Size Table based on pier load and soil bearing capacity. 9 FOOTING PIER LOADS AT SIDEWALL OPENINGS Large openings in exterior load bearing walls produce concentrated loads at the ends of the header supporting the .roof load. As a result of these concentrated (column) loads, a perimeter pier support is required on each end of headers greater than 4 feet in length. The header may be an integral part of the sidewall as shown with the bay window at the left below or it may be. directly above the window as shown on the bay window to the right. The header will be located below and support the roof trusses. Therefore if it is located HEADER - -------- -- / EAVE JETSPAN COL.- COL 7!!COL. LOAD LOAD LOAD as shown with the bay window on the left, it will be visible below the ceiling, and the ceiling height of the bay will be offset and lower than in the remainder of the home. If the header is located above the window as with the bay to the left, the ceiling will continue along the same plane to the window. Once you have determined the header location, you can find the load at each end of the header based on floor width, eave and roof load from the table below. Then select the proper pier and footing in the same manner as previously as previously described in this section and place it as shown in illustrations 5 and 6. HEADER I — SPAN i SPAN COL COL. COL LOAD LOAD LOAD Bearing wall pier location diagram Illustration 5 HEADER LOADING TABLE FLOOR and HEADER ROOF LIVE LOAD EAVE WIDTH SPAN 20 pst 30 psf 40 psf 60 psf 80 pst 140 in w/24 in 6 ft 880 1188 1496 2112 2728 8 ft 1120 1512 1904 2688 3472 loft 1360 1836 2312 3264 4216 12 ft 1600 2160 2720 3840 4960 164 in w/24 in 6 ft 1012 1320 1672 2376 3036 and 8 ft 1288 1680 2128 3024 3864 186 in w/12 in loft 1564 2040 2584 3672 4692 12 ft 1840 2400 3040 4320 5520 All loads at end of headers are in pounds. EDGE OF •- IN BEARING WALL ••- JOIST MASONRY PIERI.I EDGE OF OPENING -� IN BEARING WALL FLOOR JOIST - DOUBLE 2x6 #2 SYP MIN. ADJUSTABLE STEEL - OR CONCRETE PIER Perimeter pier support Illustration 6 10 CENTER OF PIER TO BE NOT MORE THAN 8" FROM END OF FLOOR JOIST. ZE OF T��1 .r.. w JERALD W. K KED pot 499 POSITIONING AND ASSEMBLY POSITIONING THE FIRST SECTION A final check of the site preparation work should be made before the sections are moved into position. If concrete footings are to be used, the concrete should have a minimum of 24 hours of curing time before the piers are set. Longer periods of curing time may be required if the temperature is near the freezing mark. Once all site work is completed, the first section of the home is ready to be placed in position over the foundation area. Generally it is recommended that the half of the home containing the utility service connections be positioned first. The transporting trucks should be used to position the module as close as possible over the footings. Final placement, if required, should be made with a dollie device utilizing steel rollers. These dollies are so constructed that hydraulic jacks can be positioned between the rollers and frame members permitting easy sideways movement. Most service crews and installers already have this equipment. Its use will minimize the possibility of frame damage. See Illustration 7. Hydraulic jacking device Illustration 7 1111 WARNING !!I Do not work under the home with out adequate support blocking! Failure to heed this warning may result in severe personnel injury or death. 11 111 CAUTION III Excessive or non uniform jacking during the positioning, leveling and alignment procedures will cause the home to be unnecessarily racked or twisted and result in drywall damage. The following steps should be followed in blocking and leveling each module: a) Place two piers under the front cross member for safety purposes. b) Locate on the frame the closest blocking point behind the rear spring hanger. Using two hydraulic jacks, (minimum 12 ton capacity), fitted with jacking reinforcing plates (3/80 x 30 x 12"), raise the floor to the desired height and place the required piers in front of and behind the axle area under each I-beam. c) Wheels and axles may be removed at this time. d) Move to the front of the home, raise the floor to the desired height and position the piers at the prescribed location. Once this is done the safety piers can be removed. e) Move to the extreme rear of the unit and repeat the blocking procedure under each I- beam. f) Repeat the blocking process for all remaining pier locations. g) As the floor is being blocked, a water level or transit should be used to check the floor levelness in both directions. If wooden wedges or shims are used for height adjustment, they must extend over the full width of the concrete block. h) To prevent air from entering the home at the mating surfaces, a gasket must be made from the insulation provided in the materials supplied. The insulation should be attached to all mating surfaces with staples. Do not place the material over any opening used for air supply ducts. Before proceeding with the leveling process, check to be sure the footings and spans are correct. The lowest part of the chassis must be a minimum of twelve (12) inches from the ground in the area of the utility connections. No more than 25% of the frame should be less than 12" above the ground. All wood within 6" of the ground must be pressure treated. POSITIONING THE SECOND SECTION Before the second module is moved into position, all polyethylene covering, framing members and shipping braces should be removed from both halves except for the Center Beam Shipping Supports. These supports are not to be removed until the Center Ridge Beams have been attached. FLOOR CONNECTION After all close-up material has been removed, position the second section so that the floor seams are flush while keeping the roof slightly apart and the end walls aligned at the floor. This may be accomplished using hydraulic jacks and dollies with rollers as previously described. At this time, place piers under the inside longitudinal beam, draw the floors of the two units together and fasten the floors of the two sections with 20d nails or 4 inch lag screws placed 24 inches on center. The 20d nails may be inserted from the top or bottom of the floor. Minor roof alignment corrections can be performed as the unit is being leveled. See illustration 8. 20 d NAILS OR 3/8" X 4" LAG SCREWS AT 24" O.C. "—GROUND WIRE GROUNDING LUG 4 STAR WASHER. Floor connection detail Illustration 8 It will be necessary to bond the two chassis assemblies together with grounding lugs and #8 copper wire or #6 aluminum wire. Grounding lugs must be approved for aluminum if aluminum wire is used. Paint penetrating star washers must be used in fastening the grounding lugs to the chassis. This is shown in Illustration 8 and the parts are included in the Set-Up.Kit. ALIGNMENT PROCEDURE Close the gaps in the ceiling by raising the outside longitudinal beam using at least three 12 hydraulic jacks simultaneously placed in front of and behind the axle area and about half way between the hitch and axle area. If the roof must be moved forward... with the longitudinal beams evenly supported, carefully raise the outside rear corner of the second section (with a hydraulic jack) and lower the outside front corner. The roof should shift forward until end walls are in alignment. When the walls are aligned, raise the outside beam to close any gaps at the ridge beams. If the roof must be moved back... with the longitudinal beams evenly supported, carefully raise the outside front corner of the second section (with a hydraulic jack) and lower the outside rear corner. The roof should shift forward until end walls are in alignment. When the walls are aligned, raise the outside beam to close any gaps at the ridge beams. RIDGE BEAM CONNECTION Before the ridge beams are connected, the ceiling between the two halves must be flush. If one side of the ceiling is lower than the other, raise the low side using a 'T -Baro made from 2x4's with a hydraulic jack at the bottom. It is best to place the base of the jack across the floor seam to fully distribute the load. The top of the 'T -Bar° should be placed only in areas which will later be covered by molding. See Illustration 9. Occasionally, during the set-up of a double - wide, the ridge beams do not completely close at the top. If the gap is less than 1/2', the ridge beams may be connected together without any special consideration. If the gap exceeds 1/20 but is not over 1', the situation may be corrected by shimming with a 1/2' or larger 4' strip of plywood. —CEILING — 2 X 4 ,,,—HYDRAULIC JACK RAISE LOWER CEILING WITH JACK UNTIL BOTH CEILINGS ARE FLUSH. Ceiling alignment Illustration 9 After the ceilings of the two units are properly located such that the end walls are aligned and the mating line of the ceiling is in line and flush, the ridge beams should be fastened together with 3/8" x 7" lag screws which have been provided in the Set -Up kit. The lag screws are to be spaced at maximum distance of 32" o.c. and staggered from one side to the other. Prior to inserting each lag screw, it will be necessary to predrill a 1./4" diameter pilot hole. The lag screw must penetrate both ridge beams as shown in Illustration 10. 3/8" x 7" LAG SCREW WITH WASHER AT 32" O.C. (STAGGERED). SCREW MUST PENETRATE FULL WIDTH OF BOTH RIDGE BEAMS. RIDGE 1 BEAM KING POST CEILING MATERIAL Ridge beam connection Illustration 10 On houses with galvanized roofs, a reinforced walkway is provided on the roof of each half near the center beam running the length of the house. Travel on the roof should be confined to this area as much as possible. This plywood walkway also serves as the backer for the screws used to secure the metal roof cap. After the ridge beams have been fastened together at the top, remove the ridge beam supports inside the home and proceed to finish blocking and leveling the second half of the home in the same manner as the first. The floor should be checked at the mating seam to be sure both halves are even. Adjustments should be made by raising or lowering the floor using wooden shims or adjustable piers. 13 COLUMN SUPPORTS Once the home has been joined, the center roof column support piers are to be installed. The footings required to support the piers should have been prepared at the same time as the other footings. The piers should be constructed in the same manner as those used to support the chassis. (Reference Page 6) RIDGE CLOSURE After all foundation supports are in place, the ridge beams should be final checked for ceiling alignment and proper installation of fasteners; then final closeup roofing materials may be installed. If a metal roof is used, refer to Illustration 11 for closeup details. The sealant tape must be applied the full length of the ridge cap and the ridge cap must be secured at maximum intervals of 3". Each screw must compress the sealant tape and penetrate the plywood backing under the metal roof. After all screws have been installed, asphaltic roof coating must be applied to seal the screw heads and cap to roof seam. GALVANIZED RIDGE CAP. SEALANT GALVANIZED TAPE r METAL ROOF. PLYWOOD BACKER #8 x 3/4" HEX HEAD SCREWS AT 4" O.C. Metal roof closure details Illustration 11 ENDWALL CONNECTION Fasten endwalls and marriage walls where they meet using suitable screws or nails as necessary. If a composition roof is used, refer to Illustration 12 for details on the ridge closure. Staple additional roofing felt centered over ridge. Shingles matching those installed by the manufacturer are shipped with each home. Install these shingles per the manufacturer's instructions, which are printed on the shingle wrapping paper. After installing shingles up to the ridge, cut shingles for ridge cap and install along the ridge per the shingle manufacturer's instructions, making sure the ridge shingles point the same direction as the prevailing wind. This will prevent wind lifting and possible leakage. If a nailer has been provided along the rake eave to prevent transit wind damage to roofing, the nailer must be removed and all nail or staple penetrations sealed with mastic. TAR TABS MAXIMUM 5" EXPOSURE. RIDGE CAP CUT FROM SHINGLES. INSTALL FELT BELOW RIDGE CAP. PREVAILING WIND. CUT STANDARD SHINGLE ALONG DOTTED LINE FOR RIDGE CAP MATERIAL. Composition roof closure details Illustration 12 HINGED RAFTER CHORD ASSEMBLY (Optional) The recommended procedure for the completion of the "Hinged Roof° is as follows: (See Illustration 13). 1. Remove the protective shipping covering. 2. Lift or jack roof into final position. The roof should be lifted uniformly in order to avoid unnecessary stress in the structural members. 3. Position the hinged king post in the slot provided in the stationary king post and ridge beam. 14 4. Secure the hinged king post to the ridge beam with 3-1 Od box nails. 5. Apply roof mastic between layers of shingles at hinged joint. 6. Place the 2x6 splice block on the back side of the front overhang. Secure block with 4- 1 Od nails on each end. III CAUTION III The roof should be jacked uniformly in order to avoid unnecessary stress in the structural members. FINISHED POSITION TOP CHORD HINGE--, _ HINGED ROOF TRUSS SHINGLES, UNDERLAYMENT AND DECKING HINGE STATIONAF KINGPOST Kluut BEAM HINGED KINGPOST i- FASTENERS RIDGE BEAM :.DETAIL A DETAIL B APPLY MASTIC BETWEEN SHINGLES AT HINGE. SPLICE BLOCK FIELD INSTALLED FASCIA RAKE DETAIL Hinged rafter chord assembly detail Illustration 13 EXTERIOR CLOSURE GENERAL INFORMATION Any one of several types of exterior siding may have been used in the construction of this home. Exterior siding materials have been shipped loose to be installed during set up. The following pages will describe minimum installation procedures. to be used when installing this material. A temporary outer covering may have been used to prevent road damage. If the material used was plastic or some other material which would restrict moisture migration to the outside of the home, this material must be removed before covering the exterior and applying the trim. It should be noted that many homes have special material designed to reduce air infiltration. Foam Core or building board are common examples. This type of covering should NOT be removed. If there is any doubt concerning which material should be removed, the factory that constructed the home should be contacted. VINYL LAP SIDING If the end walls of your home were designed for vinyl lap siding, All or part of the siding has been shipped loose. This allows the siding to be applied after the home has been set, eliminating the vertical seam at the center line of the home. Use the following instructions to complete the installation of vinyl lap siding. - Remove the plastic temporary covering to expose the sheathing. HI CAUTION lll. Failure to remove plastic temporary shipping material will result in excess moisture being trapped inside the walls and cause premature wall failure. Use 16 gage corrosion resistant staples or 8d corrosion resistant nails to fasten siding. Each fastener must be long enough to penetrate 3/4" into the holding member. Nails must have a min. 5/16° diameter head. Fasten siding at all stud locations as shown in illustration 14. Fasteners must not be driven tight. This will allow the siding to move freely. Fasteners must be located minimum 1/4" from the end of the slot. An exterior grade silicone type caulk may be used around the top and bottom corner of 15 windows and doors and where channels adjoin windows as an additional precaution. DO NOT caulk in J -channels and corner post pockets or at seam areas. For best appearance, stagger laps a minimum of 3' so that no splice occurs directly above another unless separated by at least 3 courses. Never overlap panels above a door or window. Cut all panels approx. 1/4" short of all stops such as corner posts and J -channels to allow for expansion. REMOVE ALL SHIPPING PAPER BEFORE INSTALL- ING SIDING. EXTERIOR WALL PNCNNG ,jAP \1 ANELIDING FAS'E SECURE R ATRIP T d DG. STARTER STRIP STARTER DETAIL EXTERIOR WALL STUD SHEATHING � 1' CAP OR PRE -NOTCH LAP PANELS 1' OR ONE HALF OF THE FACTORY PRE -NOTCHED END. PANEL JOINT CONNECTION DETAIL Vinyl lap siding installation details Illustration 14 In order to fit siding around doors and windows, cut siding panels as shown in illustration 14a to fit in J channel (installed at the factory). Be sure to pert the cut edges of siding with a snap lock punch to insure proper connection where the siding slides under the MINIMUM 6" WIDE DIVERTER. (CAN BE SHINGLE UNDERLAY MENT, PLYDRY OR ROOFING FELT. THE TOP MUST OVER LAP THE SIDES. FASTENING NOT CRITICAL. FOR ENDWAL SHIPPED WITHOUT SIDING IN- STALLED, SECURE EDGES TO EXT. SHEATHING WITH TAPE. J -channel. Also, as the panels are being installed, make certain the diverter is properly positioned, as shown in illustration 14a, to channel moisture from behind the siding. Long term exposure of the sheathing to moisture will eventually damage the sheathing. TYPICAL WINDOW OR DOOR J -CHANNEL. Window/door trim detail Illustration 14a 15a SIDING. SHEATHING SIDING TO FIT ND WINDOWS. SNAP LOCK H AT T 0. C. CUT. ERTER AS CHANNEL vA RFHIND - For shutter installation, or windows closer than sic feet to the end of the wall, refer to illustration 14b below for special installation requirements. WHEN DIMENSION "A" IS GREATER THAN SIX FEET AND THE PANEL CONTAINS SHUTTER FASTENERS, USE TWO PANELS BETWEEN THE WINDOW AND THE CORNER POST, DOOR CHANNEL, ETC. A / LSEAMS NOT ALLOWED IN CORNER LAP PANELS FO LAP POST COURSE DIRECTLY UNDER WINDOWS. FIN SHEATHING CUT EDGE OF LAP SIDING PANEL To install top lap, fasten the finish trim at the top of the wall at 8' on center as shown in illustration 14c. Angle cut the siding to fit under the trim and punch along the cut edge using a snap lock punch. Slide the siding under the finish trim and snap into place. SEAMS NOT ALLOWED IN LAP PANELS ABOVE WINDOWS OR DOORS. SEE PANEL JOINT 6 -0 CONNECTION DETAIL MAX. ABOVE. -- sFASTEN SHUTTERS -.AT SHOWN.1■ • x 5" SCREWS. man =is _1. -.1■ Shutter installation details Illustration 14b FOR LAP PANELS THAT CONTAIN SHUTTER FAST- ENERS, USE 2 PANELS BETWEEN SHUTTERS. Finish trim installation details Illustration 14c 15b LOCK PUNCH EDGE AT O.C. LAP SIDING PANEL VERTICAL PLYWOOD OR HARDBOARD following the instructions to properly complete the SIDING siding installation. Homes having endwalls with vertical plywood - Position and fasten log siding as shown in or fiberboard siding will have a portion of the illustration 16 beginning at the bottom of siding shipped loose to be installed during setup. the wall. Fasten with 12d corrosion This eliminates a seam at the marriage line. resistant box nails at each stud location. Follow the instructions below to finish the installation. A 1/81, gap must be provided between vertical edges whenever the close-up panels are installed. All saw cut edges must be sealed to prevent moisture from entering the panel. Fasten each panel with 8d corrosion resistant nails. Install fasteners at 6' o.c. at the edges and 12" o.c. along intermediate studs. The heads of the nails must be set flush with the surface of the panels.lf a nail head breaks the siding surface, the penetration must be sealed with caulking. This will prevent long term exposure to moisture on the interior of the siding and increase the fife expectancy of the siding. REMOVE ALL SHIPPING PAPER BEFORE INSTALL— IYJ If�LL �..LV.JL-Vr PANEL HERE. Vertical siding application details Illustration 15 LOG SIDING If the end walls of your home were designed for log siding, All or part of the siding has been shipped loose. This allows the siding to be applied after the home has been set, eliminating the vertical seam at the center line of the home. The necessary building paper, window trim and corner posts should already be installed. Use the 16 AT JOINTS. ALL JOINTS TO BE OVER STUDS. 12d NAILS 4LLOW 3-4" 3ETWEEN NAILS ENGINEERED OVERLAP 1/4- TO 1 )M BOTTOM 2d NAILS. 7 1/4!' LOG WIDTH 5 1/2" LOG WIDTH Log siding application details Illustration 16 HORIZONTAL HARDBOARD LAP SIDING If the end walls of your home were designed for horizontal hardboard lap siding, All or part of the siding has been shipped loose. This allows the siding to be applied after the home has been set, eliminating the vertical seam at the center line of the home. The necessary building paper, window trim and corner posts should already be installed. Use the following the instructions to properly complete the siding installation. Position and fasten lap siding, as shown in illustration 17, beginning at the bottom of the wall. Fasten with 8d corrosion resistant nails at each stud location. The heads of the nails must be set flush with the surface of the panels.lf a nail head breaks the siding surface, the penetration must be sealed with caulking. This will prevent long term exposure to moisture on the interior of the siding and reduce the incidence of premature siding failure. All saw cut edges must be sealed to prevent moisture from entering the panel. BOTTOM CLOSURE PATCHING If the closure material is asphalt base or composition material, it should be repaired by applying a patch of the same or similar material over the damaged area. Place beads of adhesive or sealant under all contact edges to ensure an airtight seal. Press the patch firmly into place with your hand or other object and use fasteners and tape to hold it in place until the adhesive sets. Be sure no gaps exist that could permit air or water to enter. It is recommended that fasteners be a type designed to spread and hold in soft material. If these fasteners are not available, a patch may be cut large enough to span the floor joist. Add blocking between the joists so that the fasteners used to secure the patch will penetrate wood on all edges. If the covering is a vinyl coated material, use vinyl patching tape especially designed to repair tears or holes. Pull torn edges together; then cover as necessary with tape or apply a patch of the same material taped on all four sides. 17 �- JOINTS VERTICAL ONLY LEAVE AT STUDFORFOR 1/16 ANSION• - BURR �INPSCpVERS. SUCCESSIVE OVERLAP LEAST COURSES AT INSTALL FIRST COURSE 1/8" TO 1/4- BELOW STARTER STRIP STARTER STRIP (APPROX 1 1/2" X 3/8") TO BE HELD IN PLACE BY FASTENERS IN THE BOTTOM OF THE FIRST COURSE_ FRAMING NAIL 5/8" TO 3/4" UP FROM DRIP EDGE. WITH 8d NAILS. 1" OVERLAP Horizontal hardboard application details Illustration 17 UNDERCARRIAGE PROTECTION Any areas of the metal undercarriage of your home which become exposed to corrosion should be repainted or touched up. ANCHORING SYSTEM The following anchoring system is designed to resist the overturning and lateral movement created by strong winds. Your home has been designed and constructed to withstand these wind loads when anchored with frame ties only. The tiedown straps and ground anchors are not provided by the manufacturer as differing soil conditions require different anchoring systems. Several good systems are available through your dealer or installation contractor. The strap to frame attachment details are shown in Illustration 18 and the required frame tiedown spacing is shown in Illustration 19 and 20. The strap to anchor connection and the anchor installation method must be in accordance with the anchor manufacturer's installation instructions. Anchoring equipment shall be capable of resisting a minimum allowable working load of 3150 lbs. and shall be capable of withstanding a 50% overload (4725 lbs.) without failure of either the anchoring equipment or the attachment point on the home. Vertical straps may have been installed on this house. If so, it should be noted that the vertical straps are provided to supplement and not replace the engineered anchoring system. Under no circumstances should the diagonal anchoring straps be replaced by vertical straps. Straps must be type 1, finish B, grade 1 steel stropping, 1 1/4" wide and .035 thick certified by a Registered Professional Engineer or Architect as conforming to ASTM D3953.91 Standard Specifications for Stropping, flat Steel, and Seals. rO GROUND 4NCHOR The following procedure should be used for installing the anchor system: 1. Thread straps through the buckle and around the I-beam at the proper locations. (See Illustrations 18, 19 and 20.) 2. Install ground anchors per the anchor manufacturer's instructions. Each anchor must be positioned so the final angle between the strap and the side of the home will be not less than 40 nor more than 600. 3. If the terrain, I-beam location or pier height will not permit strap installation as described above, the following requirements apply: -for angles less than 400, install a second strap from the ground anchor to the I-beam on the opposite side of the section being secured. -for angles exceeding 600, move the anchor closer to the beam thus reducing the angle. 4. Attach the straps to the ground anchor tensioning device as per the anchor manufacturer's instructions. It is recommended that all straps be tightened only enough to remove the slack. Then, after all straps are installed in this manner, retighten each strap. 5. The strap tension should be rechecked periodically until pier settlement has stopped. The house must not be releveled without first loosening the tie down straps. After releveling, all straps must be retightened. Anchor should be certified by a professional engineer, architect or nationally recognized testing laboratory as to their resistance, based on the maximum angle of the diagonal tie and or vertical tie loading and angle of anchor installation and type of soil in which the anchor is to be installed. FLOOR JOIST MAIN 1—BEAM SECONDARY STRAP TYPICAL FRAME TIE PRIMARY STRAP STRAP TENSIONING DEVICE GROUND ANCHOR GROUND ANCHORS: —Shall have a minimum working capacity of 3150 lbs with the load applied at an angle (between the strap and vertical projection of the anchor) not to exceed 40'. — Should be installed to their full depth, and stabilizer plates should be installed to provide added resistance to overturning and sliding forces. — Should be embedded�jynj�e frost line and at least 12" above OtO "ef Tiedown strap details Illustration 18 18 tett+`'r'�P�� .ri • Fk ,1GRAL20W. L �D• q ISTER�O'••:'+'� ON AL E� EXPOSURE HEIGHT t F H1 03 U SIDEWALLPRIMARY LL 1/2 (MAXIMUM DISTANCE BETWEEN STRAPS) ANGLE t/2 STRAP 10'-0" 11'-0"• 12'-0" 13'-0" 14'-0" 15'-0" SECONDARY 11'-9" 10'-7" 9'-7" 8'-9" 8'-0" 6'-10" 5'-11" STRAP ANCHOR and strap spacing: STRAP' —Use exposure height If the angle between the primary strap and the side wall exceeds 600, move the anchor closer to the I—beam. If the angle between the primary strap and the side wall is less than 400, the secondary strop must be used. MAIN I—BEAMS The maximum distance from the end of the house and the first anchor shall not exceed the smaller of 1/2 the maximum distance to the next anchor or 24". (MAXIMUM DISTANCE BETWEEN STRAPS) EXPOSURE HEIGHT b 9'-0" 10'-0" 11'-0"• 12'-0" 13'-0" 14'-0" 15'-0" 15 PSF WIND LOAD b 11'-9" 10'-7" 9'-7" 8'-9" 8'-0" 6'-10" 5'-11" When determining anchor and strap spacing: —Use exposure height H I if the roof pitch is 200 or less. —Use exposure height H if the roof pitch is greater than 200. 'n N ' Single section bedown instructions �'o • e'r. m e n n c • P JERALD W. K ° .!KE • • .� Illustration 19, R g • • • . d �� 4996 .� h C/ 0 ,e 19 0-_ '�p,NA ��ri0 EXPOSURE HI2 EOIE HEIGHTSIOEWALL HI ANGLE E� �/ PRIMARY 1/2 STRAP 1 2 STRAP SECONDARY ANCHOR STRAP If the anglebetween the primary strap and the side wall exceeds 600 , move the anchor closer to the I-beam. If the angle between the primary strap and the side wall is less than 400 , the secondary strap must be used. ET AREA. iEIGHT E TIE- _ THIS USE EXPOSURE HEIGHT The maximum distance from the end Hl TO DETERMINE TIE- Of the house and the first anchor DOWN SPACING IN THIS shall not exceed the smaller of 1/2 the AREA. maximum distance to the next anchor or 24". (MAXIMUM DISTANCE BETWEEN STRAPS) EXPOSURE HEIGHT 0 9'-p" 10'-0" 11'-0" 12'-0" 13'-0" 14'-0" 15'-0" 16'-0" 15 PSF WIND ZONEb 1 12'-1" 10'-10" 9'-10" 9'-0" 8'-3" 7'-8" 7'-1" 6'-8" When determining strap spacing. -Use exposure height H, if the roof pitch is 200 or less and the wall is not��y�. -Use exposure height H2 if the roof pitch is greater than 200 or 'the wajjtrRjtWhT Multi section beclown instructions ���,`t ��P ••••••• Illustration 20 �• • ; .... • • IJERALD W -N 20 set area. Gan offset area. L]F] 1313 003 EXPOSURE HI2 EOIE HEIGHTSIOEWALL HI ANGLE E� �/ PRIMARY 1/2 STRAP 1 2 STRAP SECONDARY ANCHOR STRAP If the anglebetween the primary strap and the side wall exceeds 600 , move the anchor closer to the I-beam. If the angle between the primary strap and the side wall is less than 400 , the secondary strap must be used. ET AREA. iEIGHT E TIE- _ THIS USE EXPOSURE HEIGHT The maximum distance from the end Hl TO DETERMINE TIE- Of the house and the first anchor DOWN SPACING IN THIS shall not exceed the smaller of 1/2 the AREA. maximum distance to the next anchor or 24". (MAXIMUM DISTANCE BETWEEN STRAPS) EXPOSURE HEIGHT 0 9'-p" 10'-0" 11'-0" 12'-0" 13'-0" 14'-0" 15'-0" 16'-0" 15 PSF WIND ZONEb 1 12'-1" 10'-10" 9'-10" 9'-0" 8'-3" 7'-8" 7'-1" 6'-8" When determining strap spacing. -Use exposure height H, if the roof pitch is 200 or less and the wall is not��y�. -Use exposure height H2 if the roof pitch is greater than 200 or 'the wajjtrRjtWhT Multi section beclown instructions ���,`t ��P ••••••• Illustration 20 �• • ; .... • • IJERALD W -N 20 set area. Gan offset area. END ANCHORING In addition to the anchors installed along the side of the home, anchors are sometimes required at the ends of the home. Refer to the End Anchoring Table below to determine if end anchors are required on this installation. If they are required, install the strap and anchor as shown in illustration 20a and use the End anchor placement detail to determine the proper location for anchors. FLOOR SYSTEM MAIN I—BEAM STRAP STRAP TENSIONING DEVICE --\ 45°-50° GROUND ANCHOR ROSSMEMBER LOCATE THE ANCHOR SO THAT THE FINAL ANGLE BETWEEN THE STRAP AND THE SIDE— WALL IS BETWEEN 450 AND 50°. End anchor installation detail illustration 20a END ANCHORING TABLE 15 PSF WIND LOAD HOMES WITH AVERAGE LENGTHS OF 45 FEET OR LONGER REQUIRE NO END ANCHORS. HOMES WITH AVERAGE LENGTHS LESS THAN 45 FEET REOUIP:_ TWO ANCHORS AT EACH END IN— STALLED AS SHOWN ABOVE. SINGLE SECTION I + ANCHOR PLACEMENT. End anchor placement detail illustration 20b 20a INTERIOR FINISH WALL JOINTS The interior walls of your home may be paneling, vinyl covered gypsum, painted textured gypsum or a combination of the three. Each of these materials must be properly finished off where joints occur after the sections have been properly positioned and fastened together. III NOTICE III Before finishing the walls, all gaps in exterior walls must be filled with fiber glass to prevent air Infiltration. If the interior walls of your home are paneling or vinyl covered gypsum, various types and colors of moldings have been shipped with the home for site installation. After filling all gaps in exterior walls with fiber glass insulation, install the molding using an appropriately sized finish nail or staple. The fastener should hold the molding securely in place but not cause splitting. Molding cutters or a fine toothed saw should be used to cut the material to the required length. A miter box and saw should be used to make angle cuts. CORNER aATTON MOLDING MOLDING /-OR PANELING EXTERIOR SIDING Wall molding details Illustration 21 a 21 If painted textured gypsum was used on the interior walls, the joints should be finished to match the surrounding surface. This should be accomplished as follows: -Apply joint embedding compound along the joint. -Wipe off excess embedding compound and center reinforcing tape over the joint. (Reinforcing tape helps prevent cracks from appearing along gypsum joints.) -Apply additional compound to cover reinforcing tape. Allow the compound to completely dry. -Appy a second coat feathered about 2 inches beyond the edges of the first coat. -After the second coat is dry, lightly sand and apply a thin finishing coat to the joint. -After the finishing coat is dry, lightly sand and appy the appropriate texture. -Allow the texture to dry and paint as desired. III WARNING III Wear approved protective respirator when mixing powder or when sanding. CEILING JOINTS The ceiling will be a flat or Vaulted textured gypsum and an exposed beam may extend into the living space along the center of the home. III NOTICE III Before finishing the ceiling joints, all gaps between the two sections must be filled with fiber glass to prevent air infiltration. If no beam is exposed, finish the joint according to the instructions for textured walls. If the center beam is exposed, the beam may be finished with paneling and molding (see illustration 21 b) or gypsum may be installed with the joints and corners finished with compound, tape and a cornerbead at the corners as previously described for wall joints. Lt_ PANEOUTSIDE STRIP CORNER MOLDING MATERIAL BEAM Ceiling trim details Illustration 21 b 22 CARPET On some homes, the carpet is shipped inside the home and must be installed after the home is erected. Professional carpet installers should be used. Care must be taken that the 'grain' of the carpet always runs in the same direction. Carpet for clothes closets should be taken from the end of the roll or cutouts. All carpet should be cut from the back side. A straight edge should be used to mark the seam to be cut. The cuts should be made at right angle to the back side using a carpet knife or razor. Be sure to match the high and low areas of patterned carpet. All mill edges should be trimmed before joining for seam edges. Carpet seam tape should be used at all seams. Most carpeting will stretch after a short period of usage. Proper stretching of the carpet at the time of installation will minimize the latent growth. A power stretcher should be used for this purpose. The carpet pad should be cut to fit each area to be carpeted. The pad should be placed within 1/21 to 1' of the wall. The pad should be secured with small amounts of glue, tile paste, or staples to prevent movement as the carpet is being installed. UTILITY CONNECTIONS GENERAL All utility systems are tested as a normal part of the construction process. Because damage can occur as the home is being transported, it is mandatory that each system be re -tested after the final service connections are made. To insure that all applicable codes are met, licensed contractors should be engaged to install the utilities to the home and make sure all connections are made correctly. WATER SYSTEM The fresh water system of the home has been designed to operate at a maximum pressure of 80 p.s.i. The municipal water pressure must be checked before making this connection. If the pressure is greater than the allowable, a pressure reducing regulator must be installed between the city water line and the home. In addition, a'full- flow' shut off valve (port or ball type) must be installed between the Regulator and the home. The valve is to be used to shut off the fresh water supply to the home and must be accessible from outside the home without having to remove any skirting or crawling beneath the home. If the home is located in an area where the home is subjected to freezing temperatures, all exposed pipes must be protected from freezing. This can be accomplished by wrapping the exposed pipes with insulation or electric heat tapes. An electrical outlet has been placed underneath the home adjacent to the water inlet pipe for this purpose. Only heat tapes designed for use in mobile homes should be used. If the home is designed with plumbing systems on both halves of the home, crossover connections will have to be made. The Set -Up Kit will contain two flex lines approved for use with water systems. The flex lines are to be connected to the pipes extending through the bottom covering close to the center line of the home as shown in Illustration 22. The hot water lines are identified with red paint. The water lines of some models are constructed with polybutylene plumbing pipe. When this material is used, a sufficient length of pipe is provided to allow the crossover connection to be made without the need of extra flex lines. Couplers and flare nuts are provided and are to be connected in the normal manner. The exposed pipe used for the crossover (either type) must be wrapped with insulation or heat tape to prevent freezing. 23 If the home is to be left without heat in a cold climate, the water lines must be cleared to prevent possible freezing and damage to the piping system. This may be accomplished by opening all faucets and applying air pressure to blow out the lines. If the home is equipped for an optional solar hot water heater, the solar collectors shall be field installed per the collector manufacturers installation instructions. HOT WATER PAINTED RED V' 1. ATER FLEX CONN. •� IN SET-UP KIT JINSULATE EXPOSED LINES Water line crossover detail Illustration 22 WATER SYSTEM TEST PROCEDURE The water piping system should be tested with air pressure or water. The water heater tank must be disconnected from the system If air pressure Is usedlll The recommended test procedure is as follows: 1. Attach the pressure source and gauge to the inlet pipe of the home. (Disconnect water heater tank If air pressure Is usedl) 2. Pressurize the system to 100 p.s.i. and then isolate the pressure source. 3. The system must hold the pressure for 15 min. without loss. 4. If pressure loss is noted, the leaks must be located and repairs made. Use a soap solution to locate leaks when testing with air and visually inspect when testing with water. 5. Repeat procedure until required pressure and time requirements are met. DRAINAGE SYSTEM The sanitary drain lines of the home have been designed to discharge from a single point into the municipal sewer or septic tank feeder line. In most models, all of the plumbing has been assembled, and only the connection from the 3' discharge to the sewer service line must be made. If plumbing facilities are located on both halves of the home, then a crossover line must be installed. A flexible neoprene or ABS coupler is provided in the Set -Up Kit for this purpose. (See Illustration 23) FLOOR JOIST �I-BEAM STRAP COUPLER DRAIN LINE Drain line crossover detail Illustration 23 Due to the location of the bathrooms on some models, it is not possible to assemble the drain line inside the floor cavity. On these models a portion of the drain line must be installed during set-up. When site assembly is required, all pipe and fittings must be installed according to the RADCO approved drain line schematic specifically designed for this home and provided with the Setup Manual. All materials needed to complete this installation are included with the ship loose parts supplied in the home. The following instructions must be followed in completing the drain lines: Check all piping and stub -outs to insure that the ends are clean and free of burrs. All solvent welded connections should be made according to the instructions provided by the manufacturer of the cement. All pipe shall be inserted the full depth of the socket fitting. Assembly of the field installed portion of the DWV system should begin at the most remote end and work toward the outlet. All cleanouts shall be accessible with a minimum unobstructed clearance of 12 inches directly in front of the opening. Each cleanout fitting shall open in a direction opposite the flow or at right angles to the pipe. The grade of the drain line must be at least 1/4" of fall for each 12" of run unless otherwise noted on the DWV schematic included with this manual. When the assembly is complete, the permanent drain line supports shall be installed'at maximum 4811 o.c. See Illustration 24 for suggested methods of drain line support installation. The completed DWV system shall be subjected to a flood level test as required by section 3280.612(b)(3) of the Federal Manufactured Home Standards as follows: 'The home shall be in a level position, all fixtures shall be connected, and the entire system shall be filled with water to the rim of the toilet bowl. (Tub 24 and shower drains shall be plugged.) After all trapped air has been released, the test shall be sustained for not less than 15 minutes without evidence of leaks. Then the system shall be unplugged and emptied. The waste piping above the level of the toilet bowl shall then be tested and show no indication of leakage when the high fixtures are filled with water and emptied simultaneously to obtain the maximum possible flow in the drain piping." u 2 16 GAGE STAPLES EACH END (7/16"x2") MINIMUM 2x3 LUMBER K 1x3 LUMBER OR ALUM. STRAP APLES EA SIDE IPE Typical outside drain assembly Illustration 24 GAS SYSTEM Connections The gas piping system for homes equipped with gas burning appliances are designed to operate at pressures not to exceed a 14 inch water column (1/2 p.s.i.) and not less than a 7 inch water column (1/4 p.s.i.) A pressure regulator capable of maintaining these allowable pressures must be installed in the event the municipal pressure is greater than the allowable. If the home is constructed with gas appliances on both sides of the home, it will be necessary to install the gas crossover flex line before the piping system is connected to the supply line. An AGA approved gas flex line equipped with a "Quick -Disconnect' coupler has been provided in the Set -Up Kit, if required. The direction of gas flow is noted on the coupler. It is essential that these directions be followed: (See Illustration 25) NOTE -Inlet and crossover connections should be made by an authorized or licensed gas serviceman. -Each fitting and appliance should be checked for gas leakage by quallf led service personnel after all connections have been made. (See Gas Test Procedures) FLOOR JOIST ---,required, it must have a minimum R-4 insulation value and a continuous vapor barrier with a perm rating not more than 1 perm. Collars, on which !LACK FIVE'� ADAPTER the flex -ducts are to be connected, have been properly placed to the underside of the primary ducts at the time of construction. The flex -ducts FLEX LIME p.,CK OISCOM.E., are to be installed by first removing the protective Gas line quick disconnect tape covering the collars, then placing the "screw - Illustration 25 clamps" over the connecting flanges. The screws should be sufficiently tight to prevent air leakage III CAUTION III but not to the point of "buckling" the collar. Illustration 20 shows the three systems requiring - Check all gas appliances to Insure they are this procedure. setup for the type of gas being supplied (le Exterior crossover ducts must be securely Natural or Liquid Petroleum Gas). strapped to a floor joist or chassis member at - Conversions, when necessary, must be maximum 48" O.C. A minimum 4 inch ground made by qualified personnel. clearance must be maintained. In order to - All conversions must be made In maintain the proper ground clearance, the accordance with the Instructions provided circular flex duct may be compressed to an 8" by the appliance manufacturer. oval. It may also be supported by concrete blocks or pressure treated pads. See Illustration Gas System Test Procedure 26. The gas piping system should be retested before the system is placed in service. It is essential that qualified personnel perform this test in order to insure safe operation of all gas appliances. Many gas utility companies (and often will conduct this test) that the system be pressure tested before connecting to the gas meter. The recommended test procedure is as follows: III CAUTION III -Do not apply pressures greater than 0.5 P.S.I. -Do not use soap solutions containing ammonia on brass fittings. 1. Open the shut off valve to each appliance. 2. Apply a pressure of 0.25 to 0.50 p.s.i. Use a pressure gage calibrated in 0.1 psi increments to measure pressure. & Apply a soap solution to all fittings and flexible connectors while visually inspecting for leaks. 4. Eliminate any leaks that are found and continue testing until all fittings and connectors pass. HEATING SYSTEM There are three basic types of downflow forced air heating systems used in the construction of Fuqua Homes. Each system ,requires the installation of one or two insulated flexible ducts during set-up. The appropriate number and size of ducts are provided with the home. If additional flex -duct is 25 Heat duct crossover systems Illustration 26 ELECTRICAL SYSTEM Power supply The electrical system of your home is designed to be connected to a 120/240 volt power supply rated between 100 and 200 amperes. The conductors connecting the electrical distribution panel (breaker box) and the service equipment (meter base and/or breakers) are called feeders. An adequately sized power supply at the meter must be available at the site. A power supply that is too small may result in premature equipment failure and/or nuisance tripping of the breakers. The proper rating for the power supply can be located on the breaker box and on a tag located outside by the feeder or service entrance. Feeder wire and junction box In order to select the proper size feeder wire and junction box, determine the correct size power supply as described above and refer to the Electrical feeder and Junction Box Size Table below. These values are based on an ambient temperature of 86° F and do not take voltage drop into consideration. Four insulated feeder conductors are required, one of which must be a grounding conductor. The feeder conductors may extend upward and feed through a mast or weatherhead or they may extend down and connect through a junction box selected from Electrical Feeder and Junction Box Table shown below. If a masthead is used, it may be located above or below the roof overhang. If it extends above the roof, allow a minimum of 8 feet clearance above all points where the conductors pass over the roof. There are two exceptions to this rule. 1) If the roof has a minimum slope of 4 in 12 or greater, the vertical clearance may be reduced to 3 feet. 2.) If no more than 4 feet of service -drop conductor pass above the roof overhang and the conductors terminate at an approved support, the vertical clearance may be reduced to 18 inches. A minimum clearance is also required between the final grade and the service conductors. This dimension varies from 10 to 18 feet depending on the type of traffic anticipated below the service drop. (See the National Electric Code for additional information.) Whenever practical locate the service head above the point of attachment of the service -drop conductors and make them raintight. If a raceway extends from the distribution panel to the underside of the home, an approved junction box or fitting must be used to connect to the supply raceway. The junction box or fitting and the feeder conductors are to be supplied by the installer or owner. Install the properly sized conductors from the distribution panel to the service entrance. All conductors must be buried to meet minimum burial requirements outlined in the National Electric Code. Conductors emerging from the ground must be protected to a minimum depth of 18 inches and at least 8 feet above the ground or to the point of entrance into the home. Grounding All feeder connected homes must be properly grounded through the grounding bar in the distribution panel. The neutral bar shall not be grounded. This safety requirement will help protect the occupants from electrical shock. The grounding shall be accomplished by attaching the feeder ground wire to the grounding terminal in the distribution panel and to a suitable ground at the service entrance (meter base). If the meter base is located on the home, a grounding conductor, (continuous length of #4 copper minimum) must be connected to an approved grounding electrode. The grounding electrode should be an 8' length of 1/2" diameter copper rod or 3/40 diameter galvanized steel pipe. The electrode shall be driven into the ground at least 12' below the surface and 2' away from the foundation or buried horizontally at least 30" below the surface. The grounding conductor must then be connected to the grounding electrode with a grounding clamp and cover. 26 Electrical Feeder and Junction Box Size Table MINIMUM SIZES FEEDER WIRE TYPES (AWG) AND SIZES (AWG) FEEDER RH - RHH - RHW - TWH - THWN - THHN - XHHN AND MAIN JUNCTION CONDUIT CONDUCTORS NEUTRAL GROUNDING BREAKER SIZE BOX (INCHES) SIZE (INCHES) RED OR COPPER BLACK ALUMINUM WHITE BARE OR GREEN COPPER ALUMINUM COPPER ALUMINUM 100 AMP 10 X 10 X 4 1 1/4 # 4 # 2 # 4 # 2 # 4 # 2 150 AMP 10 X 12 X 4 1 1/2 # 1 2/0 # 1 2/0 # 1 2/0 200 AMP 12 X 12 X 4 2 2/0 4/0 2/0 4/0 2/0 4/0 26 METER BASE SERVICE EQUIPMENT m m r nI le' LINE r nI LeJ 'MM 70 �ErxaDsuRE MAIN BREAKER TERMINALS I a lI lel 12 Ia a� NEUTRAL BUS— NOT BONDED TO ENCLOSURE CONDUIT SERVICE ENTRY (SEE TABLE) Test Procedures BUTION . PANEL ISOLATED I CID I L _ J P T- =::I Ie1 C F —� — —I lap r—t—� 121 r—T_] I21 L -1_J Laf �asaaas] �\� #4 COPPER GROUND TO APPROVED GROUNDING CONDUIT WITH ELECTRODE SYSTEM. FEEDER CONDUCTORS Electrical connection details Illustration 27 The electrical tests should be performed only after all interior and exterior trim installations have been made. All electrical tests should be performed by qualified licensed electricians only. Use only approved testing equipment for these tests. CAUTION The electric water heater circuit must be turned off or the tank must be filled with water before power Is supplied to the distribution panel In order to avoid heating element failure. The recommended test procedures are as follows: A. Continuitv check: 1- Continuity - 110/220 Volt AC. The grounding continuity test must be performed before the feeder conductors are connected. 2- Connect one clip of a flashlight continuity tester to a convenient ground (galvanized water line, metal skin, etc.) and touch the other clip to each fixture canopy. The continuity light should illuminate if the fixture is properly grounded. 27 EQUIPMENT GROUNDING BUS GROUND 3- Repeat this test for direct wired appliances and fixtures. 4- Any defect noted must be repaired and retested before electric service is connected. B. Polarity and operational check: 1- (Perform after the electric service has been connected.) The home is to be tested for reversed polarity, open grounds and shorts by plugging a circuit tester in each receptacle in the home. 2- The cause of any defects should be found and repairs made. 3- Install light bulbs in all fixtures and check for proper operation by turning on the appropriate switch. 4- Repair or replace any fixture or switch that fails to function properly. C. Ground Fault Circuit Interruption check: 1- Make certain that each receptacle requiring GFCI protection is on the correct circuit. 2- Check each ground fault interrupter device by pressing the test button. 3- Replace any GFCI device that does not function properly. Crossover Connections The primary junction boxes, in which the crossover connections are to be made, are located at the rear centerline underneath the floor. Due to specific electrical requirements of some floor plan designs, additional crossover junction boxes may be placed along the center- line of the home. Also, any of the four crossover methods shown may have been used. The conductor connection requirements are the same for each method. For specific instructions for completing each type of crossover, see Illustration 28. Crossover connection details Illustration 28 28 1. Remove the junction box cover on the utility A -MALI B -MALI half and install the conduit and conductors provided between the boxes. (See Illustration) CROSSOVER CONNECTOR JUNCTION BOK JUNCTION EO[ 2. Connect color coded conductors using properly sized connectors. 3. The junction box must be provided with an D ND approved grounding clip or lug. GROUND COLOR coD[o WIRES 4. Replace and secure junction box covers. MULTIPLE CIRCUIT[ 115 VOLTS OR [SO VOLT[ 1. Remove inspection panel and junction box cover plate to reveal cables. 2. Insert cables from secondary half into CONDUCTOR! TYPICAL ONANCN CIRCUIT PRO "!uP. DN GW TCN _ junction box located on the opposite half. p�Tw"*pN PAIAI OR NONNITALIC 3. Connect the color coded wires with properly sized connectors. MIR! PULLED TMRY O!LIFEVE KA PL /7.,-0 4. If the junction box is metallic, attach ground ".-I wire to box with approved grounding clip or lug. 011.0 IN IY J01GT I/• U. NN WIK! MOT[CTORG 5. Secure all cables to structural members L L within 12" of the junction box. PLYWOOD ACCESS PANELS FASTENED TO FRAMING WITH GCAaWG 6. Replace insulation and reinstall the cover plate and inspection panels. NONNETALIO foot JUNCTION BO: 1. Remove exterior wall close-up material. CONDUCTORS PAUL °"'""""°" 2. Pull conductors from B -half and thread through junction box in A -half. - - - - - 3. Move inside house and connect color coded conductors using properly sized connectors. 4. Make sure wire protectors and insulation are ♦IS DA N[O WIRE /ROTECTORG in place and replace wall close-up material. 1. If an AMP cable connector is used: LOCKING TAG a. Orient the connectors so the mating ends align with each other as shown. LOCKING LATCH b. Slide the connectors into each other until the locking latches engage the locking �• tabs. 2. Make sure insulation is in place and replace close- up material. MATCHING PACE[ Crossover connection details Illustration 28 28 FIREPLACE AND APPLIANCE INSTALLATION FIREPLACE INSTALLATION When an optional fireplace is installed, the installation will be complete except for the chimney and combustion air ducts. Both Items must be finished before the fireplace can be used. Chimney - Before installing the chimney, remove all weather -protecting materials covering the exhaust stack and view inside of the exhaust chimney and be sure to remove any foreign material before continuing. All of the parts required to complete the chimney installation have been shipped with the home. Installation instructions for the chimney are provided by the fireplace manufacturer and are placed either inside the fireplace or with the box of parts. Combustion Air Ducts - The combustion air for the fire chamber must be drawn from outside the home. This serves a dual function of maintaining clean air in the home and preventing cold air from being drawn into the home through openings around windows and doors thus making the fireplace a more efficient heating unit. When this home was built, the combustion air ducts were terminated just beneath the bottom covering of the floor. If the home is installed over a crawl space or basement or skirting is installed after the home is set up, these ducts must be extended to a point outside the enclosed area under the floor of the home. Due to the variety of field conditions encountered, the ducting and connectors are not supplied by the manufacturer, however they may be purchased from your local hardware store. Installation instructions detailing this work are provided by the fireplace manufacturer and are placed either inside the fireplace or with the box of chimney parts. FURNACE ROOF JACK CROWN ASSEMBLY The furnace roof jack crown assembly for this home may have been shipped loose in order to comply with transportation requirements. If this is the case, a warning tag will be attached to the fuel supply line, the furnace and the furnace thermostat. The crown assembly must be installed before placing the furnace in operation. The roof jack crown assembly and instructions for installation are located inside the home. 29 RAIN CAP SEE FIREPLACE MFG. �- "-- INSTALLATION INSTRUCTIONS SPARK ARRESTOR FOR MIN. ROOF CLEARANCES --- �-CHIMNEY CAP ADAPTOR --TRIPLE WALL PIPE STORM COLLAR FLASHING COMBUSTION AIR Y_ DUCT TO OUTSIDE WALL `BASEMENT OR CRAWL SPACE � Fireplace installation details Illustration 29 CLOTHES DRYER EXHAUST VENT Most homes are designed and constructed to accommodate a clothes dryer. If your home is so designed, an opening has been provided in the exterior wall or through the floor for the installation of the exhaust duct. To properly complete the construction, the protective shipping covers must first be removed; then follow the instructions provided by the appliance manufacturer. Illustration 30 shows the most common installation procedure. CAUTION All moisture -lint exhaust ducts must terminate outside the home to prevent excessive amounts of moisture accumulation under the home or Inside the walls, roof or floor. FLOOR INSTALLATION FLOOR PATCH EXT. WALL WALL INSTALLATION WALL PATCH VENT --f- PIPE L_ EXT. CAULK WALL \� FLOOR I JOIST I EXT. WALL WALL I - - - - - - - FLOOR PATCH JOIST MA --- PLYWOOD J PATCH / SKIRTING SKIRTING FIELD INSTALL THRU SKIRTING Clothes dryer vent Illustration 30 SKIRTINGIVENTILATION Skirting is strongly recommended. It reduces the circulation of cold air under the home where the heat ducts and plumbing are generally located. The installation of skirting should be considered necessary to prevent plumbing from freezing if the home is installed where temperatures fall below 25° f. for any prolonged period. Wood, metal, or other common siding materials may be used for skirting. If wood products are used, it is essential that the material be properly treated to prevent deterioration from moisture. If the home is to be located in an area that is known to contain termites or other wood eating insects, then adequate measures must be taken to protect skirting material as well as the underside of the home. Any commercial pest control company can recommend the treatment best suited for your particular locale. Skirted homes with recessed entries, porches or decks, which permit water to pass through the flooring must have skirting or a foundation wall between the entry, porch or deck and the rest of the home to prevent water from draining under the home. When skirting is installed, the area under the home must be vented to minimize the accumulation of moisture. The required venting should be accomplished by the installation of vents having a net free area of at least 1 sq. ft. for each 150 sq. ft. of floor area of the home. The vents should be equally (approximately) spaced along each side and the ends of the home with vents located near the comers. This arrangement should provide good cross ventilation. The vents should be of a corrosion resistant material. At least one access panel, min. 18 in. x 24 in., should be installed in the skirting to allow adequate space for access to the under side of the home. Additionally, the area around the home should be properly graded to provide runoff of excess moisture. 30 AIR CONDITIONER INSTALLATION ***CAUTION*** All electrical connections made to energize the air conditioning equipment should be made by a licensed electrician. The complete installation must conform to Article 440 of the National Electric Code and applicable local codes. Branch circuits installed at the factory for the purpose of energizing air conditioning equipment will have a junction box located on the bottom side of the home. A data plate will be placed on the side of the home adjacent to this box, outlining the maximum full load ampere draw for the indicated branch circuit. In installing air conditioning equipment, it must not exceed the indicated circuit rating. "A" coil air conditioning units installed must be listed for use with the furnace in this home, and the instructions shipped with the air conditioner should be closely followed in making the installation. When the electrical connection is made via a junction box beneath the home, the field installation wiring beyond the junction box must incorporate a fuse disconnect (size in accordance with NEC Article 440) located within sight of the condensing unit. The maximum fuse size to be used with the fuse disconnect is marked on the condenser data plate. The acceptability of the air conditioning equipment, the rating, the location of the disconnect, the branch circuit protection, and the connections to the equipment are to be determined by the local inspection authorities. EVAPORATIVE COOLER NOTE: The electrical connection must be made only by qualified personnel. On models equipped for installation of optional evaporative cooler, install the roof mounted cooler according to the instructions with the cooler. Remove the cover from roof mounted junction box and make the connection of the color coded wires using properly sized connectors. (See Illustration 30). NOTE: Coolers rated between 12 and 16 Amps to be Installed on. 20 Amp circuit. Coolers rated at 12 Amps or less are to be Installed on 15 Amp circuit. WEATHER PROOF JUNCTION BOX LOCATED ON ROOF OF HOME ROOF JACK Evaporative cooler connection Illustration 31 31 EXTERIOR LIGHT CONNECTION Remove Junction Box cover. Make color coded wire -to -wire connections using wire nuts appropriately sized for connection. (See Illustration 32). Secure light fixture to Junction Box. Furnish bulb and attach globe. EXTERIOR LIGHT FIXTURE GLOBE JUNCTION BOX GROUND CONNECTOR COLOR CODED WIRE NUT WIRES Exterior light connection Illustration 32 Some fixtures have conductors that are not coded black and white. In this is the case, examine the conductors closely for 'tracers', (markings used to distinguish one conductor from another). The conductor that has the 'tracer' must be connected to the white conductor. FINAL INSPECTION GENERAL After your Fuqua home has been completely set up, it should be professionally inspected for transit and set-up damage and to insure that nothing has been overlooked which could cause a service problem. Special emphasis should be placed on the following items: EXTERIOR SIDING & TRIM A thorough check should be made of all portions of the exterior siding to make certain that it is not cracked, split, buckled, or loose. Any siding observed to be in this condition should be repaired or replaced. All fasteners, that are loose should be retightened or replaced. All decorative trim pieces or molding strips, including J -rail or molding along the edge of the roof, should be checked to make certain there are no gaps or voids in the sealant tapes or caulking material. If any such places are observed, they should be released. ROOFS The roof should be checked to make certain that all flashings are in place and properly attached and sealed. If you home has a metal roof installed, it should be inspected for any signs of cracks or holes. In the event your home has a composition roof, the shingles should be checked for proper attachment, making certain that none are loose or have been displaced during transit. 32 III CAUTION III On metal roof applications, the roofs do not have a solid sub roof material. If It Is necessary to walk on the roof for repairs or Inspections, plywood sheets or boards should be used to distribute your weight over several rafters. If required to step directly on the metal roof, care should be taken to avoid placing your weight directly between rafters. You should always attempt to step directly on top of a rafter. If this Is not done, the seams on the metal rood could ,be damaged. CLEARANCES If there are any low -hanging trees or bushes adjacent to your home which could damage the exterior or the roof, they should be trimmed as necessary. Future growth of these bushes or trees should be considered as well as their possible movement during wind conditions or under snow or ice loads. OPERATIONAL CHECK Make a complete final check of all components to insure that all are operating property. This includes all swinging and sliding doors, drawers, windows, electric circuits, appliances, exhaust fans, smoke detectors, ground fault circuit breakers,, etc. Check the operation of sinks, bath tubs, shower stalls, washer connections, and all heat registers. Adjustments should be made where necessary. RELOCATION THIS HOME SHOULD ONLY BE MOVED BY A PROFESSIONAL MANUFACTURED HOUSE MOVER. If you find it necessary to move your home, the following items must be checked closely: Obtain the roof load, wind load and temperature zone requirements at the new destination. If the requirements are greater than specified on the compliance certificate of your home, the home should not be moved to the new destination as modification costs will most likely be prohibitive. If you are uncertain, a competent manufactured home mover, the dealer or the manufacturer should be contacted to ensure your home meets the new requirements. If tires and/or axles have been removed, they must be replaced with minimum 6000 Ib. rated axles and 3000 Ib. rated tires. On axle assemblies, the condition of the bearings and brakes must be checked and repaired if necessary. Tires must be checked for proper inflation, minimum 1/1 6"tread and checks and splits. 2x6 diagonal shipping braces must be secured at the front and in the axle area after the units have been separated. * Ridge beam supports must be placed at maximum S' O.C. in open areas. * Appliances must be secured to prevent movement during transportation. * Dust caps must be placed on the ends of all pipe connections. * Any home that is stored more than 15 days must be blocked to prevent excessive deflection and possible structural damage. The blocks must be placed under each I -Beam at the rear of the home and midway between the axles and hitch. Remember, this home was designed to be transported with only minimal contents. If additional furniture, personal belongings, set- up materials or other items are stored in the home during transit, substantial damage may result. This damage is not covered under the warranty. 111 CAUTION 111 Do not store items In this home which were not originally shipped In the home If It Is being moved. Additional weight during shipment will result In transit damage. The National Mobile Home Construction & Safety Standards Act is administered by the Department of Housing & Urban Development (HUD). Any questions concerning the Act or consumer's rights under the Act, should be directed to H.U.D. In order to contact H.U.D., you should refer to the Department of Housing and Urban Development under listings for the U.S. Government in your phone book. Your letter or call should be directed to the "Consumer Complaint Offices" in the local H.U.D. or F.H.A. office. The central H.U.D. office may be contacted directly by writing or calling the Mobile Home Standards Division, Department of Housing and Development, Washington, D.C. 20410. (Telephone: 202/472-4703). 33 FUG11KHOMES -4 . etter Idea FUQUA HOMES, INC., 7100 SOUTH COOPER, ARLINGTON, TEXAS 76001 3-08 (7-1-97 INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISION, OROVILLE DATE: TH BOLD ON BUILDING FINAL FOR: OWNER NAME: /yA� f%/l� SEPTIC: _ WELL: AP#:j0 410- / ADDRESS/LOCATION: )-S- t;�V4 Comments: GUmemosftlessehold t August 15,• 2001 STRUCTURAL CALCULATIONS FOR SERENITY HOMES - FUQUA MODEL 497 FOUNDATION ONLY 20 PSF ROOF LIVE LOAD AND 40 PSF FLOOR LIVE LOAD OWNER: PROJECT LOCATION: CONTRACTOR: Cumberland Durham, CA Durham, Ca Steve Midkiff STRUCTURAL CALCULATIONS BY: ROBERT W.ESTRADA R.C.E. #C040661 Bom GOMM SOILDING DEPARTMENT AppROVED JOB #E01-074 Pages 1-22 TYPICAL FLOOR 61RDER FOOTING - (STEEL I BEAM) FDL = 15 p5f x (2.5/2 + 8.25/2 = 80.6 FLL = 40 p5f x (2.5/2 + 8.25/2 = 215. 2qb #/LF TYPICAL 5UPPORT SPAGIN6 8'-0" o.c. Pftq = 216#/LF X 8' = 2368# <3400# WOOD 5HIM5 2xb FILLER. Bxbxlb G.M.U. 3u. GLR. 244 EA. WAY U5E FOOTING F3 2'0" 50. b" THICK W/2-#4 EAGH WAY GAPAGITY = 3400# GHEGK 5TEEL I BEAM FOR 8' 5PAGIN6 OF 5UPPORT5 VERY GONSERVATIVE TO A55UME 5IMPLE 5UPPORT-> FDL = 80:b #/LF FLL = 215 #/Lp FTL = 29b #/LF MMT - I BEAM = 2% #/LF X (8)"2/8 = 2368'-.# Wb X 6.5 - fb = 2368 #(12)/4.62 = 6150 P5I = 21.b K5I OK 5 ( 2qb) (8) 4/(12) /3 = .051 IN. OK L/3bO = .26" 3b4 2q,000,000 18.14 Paco Steei & En9 Ineering Hot Rolled 1 -Beam Specifications I r T_ NP Oas9n61bn Area /1 Dep1n Width d bl 1'Mckneke 11 nICwN4 1M lex 3q rex 1V7 bri.. I7Y r1 d/A1 b1/211 �'d10^ p In ^t In In in in IM4 10n3 In inM in"J h 1n L b6111 7.96 2.29 0.10 0.19 1814 4.62 3.07 0.37 0.09 0.44 0.54 18.61 5.11 0e0.3 R 1.00 R 2.fA 0.A1 0.1 A• 0.14 34.20 6,00 3.60 0.60 0.11 0.50 0.63 10.04 7.06 10■6.o 1 B 0. 0=6. 1 IP 11~10.0 R 3.20 11.97 ,3 .07 0.21, 0.16 00.71 11.09 4.64 1.00 0.66 0.66 OON9netvn: K • "of nonm to nn-no_i1n'N !b0/h goPlhC�'OIIT IRR11101-1 onhnJ :AAnieC Estrada Engineering and Design Title: Job # 728 A Plumas Street Di Date: 6:1413M, 14 AUG Ot Description Yuba City, Ca 95991 Ph. (530) 674-1681 Scope: Fax (530)671-5257 Rev. 510002 Page 1 User: KW -060429, Ver 5.1.2, 13 -Jun -1999, Win32 Square Footing Design (c) 1983.99 ENERCALC cAenercalc\serenitx homes standard calc 20 s �IIRM4P9'PI7flSJE8'!mJ'IF�1i9911IMRR1Q11 Description 18" SQUARE FOOTING General. Information calculations are designed to ACI 318-95 and 1997 UBC Requirements Dead Load 1.800 k Footing Dimension 1.500 ft Live Load 0.000 k Thickness 6.00 in Short Term Load 0.000 k # of Bars 2 Seismic Zone 4 Bar Size 4 Overburden Weight 0.000 psf Rebar Cover 3.000 Concrete Weight 145.00 pcf fc 2,000.0 psi Fy 40,000.0 psi LL & ST Loads Combine Load Duration Factor 1.000 Column Dimension 8.00 in Allowable Soil Bearing 1,000.00 psf . Reinforcing Rebar Requirement Actual Rebar "d" depth used 2.750 in As to USE per foot of Width 0.046 int 200/Fy 0.0050 Total As Req'd 0.069 int As Req'd by Analysis 0.0004 int Min Allow % Reinf 0.0014 Min. Reinf % to Req'd 0.0014 % 1.50ft square x 6.Oin thick with 2- #4 bars Max Static Soil Pressure 872.50 psf Allow Static Soil Pressure 1,000.00 psf Max. Short Term Soil Pressure Allow Short Term Soil Pressure Mu :Actual Mn' Phi: Capacity 872.50 psf 1,000.00 psf 0.11 k -ft 1.99 k -ft Vu: Actual One -Way Vn"Phi : Allow One -Way Vu: Actual Two -Way Vn'Phi : Allow Two -Way Alternate Rebar Selections... 1 # 4's 1 # 5's 1 # 7's 1 # 8's Footing OK 6.94 psi 76.03 psi 14.95 psi 152.05 psi 1 # 6's 1 # 9's 1 # 10's a Estrada Engineering and Design Title:. Job # "- 728 A Plumas Street Dsgnr: Date: 6:15PM, 14 AUG 01 . Yuba City, Ca 95991 Description; Ph. (536) 674-1681 Scope: Fax (530)671-5257 Rev. 510002 Page 1 User: KW060429, Ver 5.1.2, 13-Jun•1999, Win32 Square Footing Design (c) 1983.99 ENERCALC c:\enercalc\ erenitv homes standard calc 20 s Description 1r-9" SQUARE FOOTING General Information Calculations are designed to ACI 318-95 and 1997.UBC Requirements WA Dead Load 2.600 k footing Dimension 1.750 ft Live Load 0.000 k Thickness 6.00 in Short Term Load 0.000 k # of Bars 2 Seismic Zone 4 Bar Size 4 Overburden Weight 0.000 psf Rebar Cover 3.000 Concrete Weight 145.00 pcf f 2,000.0 psi LL & ST Loads Combine Fy 40,000.0 psi Load Duration Factor 1.000 Column Dimension 8.00 in Allowable Soil Bearing 1,000.00 psf Reinforcing Rebar Requirement Actual Rebar "d" depth used 2.750 in As to USE per foot of Width 0.046 int 200/Fy 0.0050 Total As Req'd 0.081 int As Req'd by Analysis 0.0007 in2 Min Allow % Reinf 0.0014 Min. Reinf % to Req'd 0.0014% 1.75ft square x 6.Oin thick with 2- #4 bars Max Static Soil Pressure 921.48 psf Vu: Actual One -Way Allow Static Soil Pressure 1,000.00 psf Vn'Phi : Allow One -Way Max Short Term Soil Pressure 921.48 psf Vu: Actual Two -Way Allow Short Term Soil Pressure 1,000.00 psf Vn'Phi : Allow Two -Way Alternate Rebar Selections... Mu :Actual 0.19 k -ft 1 # 4's 1 # 5's Mn ' Phi: Capacity 1.73 k -ft 1 # Ts 1 # 8's Footing OK 12.22 psi 76.03 psi 24.66 psi 152.05 psi 1 # 6's 1 #9s 1 # 10's Estrada Engineering and Design 728 A Plumas Street Yuba City, Ca 95991 Ph. (530) 674-1681 Fax (530)671-5257 Rev. 510002 User: KW.060429, Ver 5.1.2, 13Jun•1999, Win32 (c) 198399 ENERCALC Title: Dsgnr: Description: Scope: Square Footing Design Description 2'-0" SQUARE FOOTING 7/ Job # Date: 6:16PM, 14 AUG 01 Page 1 General Information ' calculations are designed to ACI 318-95 and 1997 UBC Requirements Dead Load 3.400 k Footing Dimension 2.000 ft Live Load 0.000 k Thickness 6.00 in Short Term Load 0.000 k # of Bars 2 Seismic Zone 4 Bar Size Rebar Cover 4 3.000 Overburden Weight 0.000 psf fc 2,000.0 psi Concrete Weight 145.00 pcf Fy 40,000.0 psi LL & ST Loads Combine Load Duration Factor 1.000 Column Dimension 8.00 in Allowable Soil Bearing 1,000.00 psf Reinforcing MENEM Rebar Requirement Actual Rebar "d" depth used 2.750 in As to USE per foot of Width 0.047 in2 200/Fy 0.0050 Total As Req'd 0.094 in2 As Req'd by Analysis 0.0011 in2 Min Allow % Reinf 0.0014 Min. Reinf % to Req'd 0.0014% Summary - 2.00ft square z 6.Oin thick with 2- #4 bars Max Static Sal Pressure 922.50 psf Vu: Actual One -Way Allow Static Soil Pressure 1,000.00 psf Vn'Phi : Allow One -Way Max. Short Term Soil Pressure 922.50 psf Vu: Actual Two -Way Allow Short Term Soil Pressure 1,000.00.psf Vn"Phi : Allow Two -Way Alternate Rebar Selections... Mu :Actual 0.29 k -ft 1 # 4's 1 # 6s Mn' Phi: Capacity 1.53 k -ft 1 # 7's 1 # 8's Footing OK 17.12 psi 76.03 psi 34.92 psi 152.05 psi 1 # 6's 1 # 9's 1 # 10's Estrada Engineering and Design 728 A Plumas Street Yuba City, Ca 95991 Ph. (530) 674-1681 Fax (530)671-5257 -'5 10002 User: W-060429, Ver 5.1.2, 13Jun-1999, Win32 (c) 198399 ENERCALC 91�.5�1 Title : Dsgnr: Description: Scope: Square Footing Design Description 2'-3" SQUARE FOOTING Job # Date: 6:17PM, 14 AUG 01 Page 1 General Information calculations are designed to ACI 318-95 and 1997 UBC Requirements am Dead Load 4.300 k Footing Dimension 2.250 ft Live Load 0.000 k Thickness 6.00 in Short Term Load 0.000 k # of Bars 2 Seismic Zone 4 Bar Size 4 Overburden Weight 0.000 psf Rebar Cover 3.000 , Concrete Weight 145.00 pcf fc 42,000.0 psi LL & ST Loads Combine FY 40,000.0 psi Load Duration Factor 1.000 Column Dimension 8.00 in Allowable Sal Bearing 1,000.00 psf Reinforcing Rebar Requirement Actual Rebar "d" depth used 2.750 in As to USE per Foot of Width 0.066 in2 200fFy 0.0050 Total As Req'd 0.149 in2 As Req'd by Analysis 0.0015 in2 Min Allow % Reinf 0.0014 Min. Reinf % to Req'd 0.0020% 2.25ft square x 6.Oin thick with 2- #4 bars Max. Static Soil Pressure 921.88 psf Allow Static Soil Pressure 1,000.00 psf Footing OK Vu : Actual One -Way 22.00 psi Vn•Phi ' Allow One -Way 76.03 psi Max Short Term Soil Pressure 921.88 psf Vu: Actual Two -Way AIIow Short Term Soil Pressure 1,000.00 psf Vn'Phi : Allow Two -Way Alternate Rebar Selections... Mu :Actual 0.40 k -ft 1 # 4's 1 # 5's Mn " Phi: Capacity 1.37 k -ft 1 # 7's 1 # 8's 46.50 psi 152.05 psi 1 # 6's 1 # 9's 1 # 10's Estrada Engineering and Design r 728 A Plumas Street Yuba City, Ca 95991 Ph. (530) 674-1681 Fax (530)671-5257 _ Rev. 510002 User: KW -060429, Ver 5.1.2, 13-Jun•1999, Win32 (c) 198399 ENERCALC ®E Title: Dsgnr: Description Scope: Square Footing Design Description 2'-6" SQUARE FOOTING Job # / Date: 6:18PM, 14 AUG 01 Page 1 General Information Calculations are designed to ACI 318-95 and 1997 UBC Requirements Dead Load 5.300 k Footing Dimension 2.500 ft Live Load 0.000 k Thickness 6.00 in Short Term Load 0.000 k # of Bars 2 Seismic Zone 4 Bar Size 4 Overburden Weight 0.000 psf Rebar Cover 3.000 Concrete Weight 145.00 pcf fc 2,000.0 psi Fy 40,000.0 psi LL & ST Loads Combine Load Duration Factor 1.000 Column Dimension 8.00 in Allowable Soil Bearing 1,000.00 psf Reinforcing Rebar Requirement Actual Rebar "d" depth used 2.750 in As to USE per foot of Width 0.089 in2 2001Fy 0.0050 Total As Req'd 0.224 in2 As Req'd by Analysis 0.0020 in2 Min Allow % Reinf 0.0014 Min. Reinf % to Req'd 0.0027% Summa 2.50ft square x 6.Oin thick with 2- #4 bars Max. Static Sal Pressure 920.50 psf Vu: Actual One -Way Allow Static Sal Pressure 1,000.00 psf Vn'Phi : Allow One -Way Max. Short Term Soil Pressure 920.50 psf Vu: Actual Two -Way Allay Short Term Soil Pressure 1;000.00 psf Vn•Phi : Allow Two -Way Alternate Rebar Selections... Mu :Actual 0.54 k -ft 2 # 4's 1 # 5's Mn ` Phi: Capacity 1.24 k -ft 1 # 7's 1 #'8's Footing OK 26.85 psi 76.03 psi 59.37 psi 152.05 psi 1 # 6's 1 # 9's 1 # 10's Estrada Engineering and Design ` 728 A Plumas Street Yuba City, Ca 95991 Ph. -(530) 674-1681 Fax (530)671-5257 Rev. 510002 User: KW -060429, Ver 5.1.2, 13 -Jun -1999, W102 (c) 198399 ENERCALC Title : Dsgnr: Description Scope: Square Footing Design Description 2'-9" SQUARE FOOTING Job # ly Date: 6:19PM, 14 AUG 01 Page 1 General Information Calculations are designed to ACI 318-95 and 1997 UBC Requirements Dead Load 6.400 k Footing Dimension 2.750 ft Live Load 0.000 k Thickness 6.00 in Shat Term Load 0.000 k # of Bars 3 Seismic Zone 4 Bar Size 4 Overburden Weight 0.000 psf Rebar Cover 3.000 Concrete Weight 145.00 pcf fc 2,000.0 psi LL & ST Loads Combine Fy 46,000.0 psi Load Duration Factor 1.000 Column Dimension 8.00 in Allowable Soil Bearing 1,000.00 psf Reinforcing Rebar Requirement Actual Rebar "d" depth used 2.750 in As to USE per foot of Width 0.116 int 200/Fy 0.0050 Total As Req'd 0.319 int As Req'd by Analysis 0.0026 int Min Allow % Reinf 0.0014 Min. Reinf % to Req'd 0.0035% 2.75ft square x 6.Oin thick with 3- #4 bars Max. Static Soil Pressure 918.78 psf Vu: Actual One -Way Allow Static Sal Pressure 1,000.00 psf Vn'Phi : Allow One -Way Max Short Term Soil Pressure 918.78 psf Vu: Actual Two -Way Allow Short Term Soil Pressure 1,000.00 psf Vn'Phi : Allow Two -Way Alternate Rebar Selections... Mu :Actual 0.70 k -ft 2 # 4's 2 # 5's Mn " Phi: Capacity 1.66 k -ft 1 # Ts 1 # 8's Footing OK 31.67 psi 76.03 psi 73.53 psi 152.05 psi 1 # 6's 1 # 9's 1 # 10's i Estrada Engineering and Design 728 A Plumas Street Yuba City, Ca 95991 Ph. (530) 674-1681 Fax (530)671-5257 Rev. 510002 User: KW -060429, Ver 5.1.2, 13 -Jun -1999, WM32 (c) 198399 ENERCALC i Title : Dsgnr: Description Scope: Square Footing Design Description 3'-0" SQUARE FOOTING Job # f/ Date: 6:20PM, 14 AUG 01 Page 1 General Information calculations are designed to Act 318-95 and 1997 UBC Requirements Dead Load 7.600 k Footing Dimension 3.000 ft Live Load 0.000 k Thickness 6.00 in Short Term Load 0.000 k # of Bars 3 Seismic Zone 4 Bar Size 4 Overburden Weight 0.000 psf Rebar Cover 3.000 Concrete Weight 145.00 pcf fc 2,000.0 psi LL & ST Loads Combine Fy 40,000.0 psi Load Duration Factor 1.000 Column Dimension 8.00 in Allowable Soil Bearing 1,000.00 psf Reinforcing Rebar Requirement Actual Rebar "d" depth used 2.750 in As to USE per foot of Width 0.147 in2 200/Fy 0.0050 Total As Req'd 0.440 in2 As Req'd by Analysis 0.0033 in2 Min Allow % Reinf 0.0014 Min. Reinf % to Req'd 0.0044% 3.00ft square x 6.Oin thick with 3- #4 bars Max. Static Soil Pressure 916.94 psf Allow Static Sal Pressure 1,000.00 psf Max Short Term Sal Pressure Allow Short Term Soil Pressure Mu :Actual Mn " Phi: Capacity r 916.94 psf 1,000.00 psf 0.87 k -ft 1.53 k -ft Vu: Actual One -Way Vn'Phi : Allow One -Way Vu: Actual Two -Way Vn'Phi : Allow Two -Way Alternate Rebar Selections... 3 # 4's 2 # 5's 1 1 # 7's 1 # 8's 1 Footing OK 36.47 psi 76.03 psi 88.99 psi 152.05 psi # 6's # 9's 1 # 10's ill Estrada Engineering and Design 728 A Plumas Street Yuba City, Ca 95991 Ph. (530) 674-1681 Fax (530)671-5257 Rev. 510002 User: KW060429, Ver 5.1.2, 13 -Jun -1999, Win32 (c) 198399 ENERCALC Title': Dsgnr: Description Scope: Square Footing Design Description 3'-3" SQUARE FOOTING Job # 10/ Date: 6:21 PM, 14 AUG 01 Page 1 General Information Calculations are designed to ACI 318-95 and 1997 UBC Requirements 'I INNIMEMM Dead Load OEM= 8.800 k Footing Dimension 3.250 ft Live Load 0.000 k Thickness 8.00 in Short Term Load 0.000 k # of Bars 3 Seismic Zone 4 Bar Size 4 Overburden Weight 0.000 psf Rebar Cover 3.000 Concrete Weight 145.00 pcf 2,000.0 psi LL & ST Loads Combine Fy 40,000.0 psi Load Duration Factor 1.000 Column Dimension 8.00 in Allowable Sal Bearing 1,000.00 psf Reinforcing Rebar Requirement Actual Rebar "d" depth used 4.750 in As to USE per foot of Width 0.103 in2 200/Fy 0.0050 Total As Req'd 0.335 in2 As Req'd by Analysis 0.0014 in2 Min Allow % Reinf 0.0014 Min. Reinf % to Req'd 0.0018% Footing OK 3.25ft square x 8.Oin thick with 3- #4 bars Max. Static Soil Pressure 929.80 psf Vu : Actual One -Way 20.46 psi Allow Static Sal Pressure 1,000.00 psf Vn•Phi : Allow One -Way 76.03 psi Max. Short Term Soil Pressure 929.80 psf Vu: Actual Two -Way Allow Short Term Soil Pressure 1,000.00 psf Vn"Phi : Allow Two -Way Alternate Rebar Selections... Mu :Actual 1.09 k -ft 2 # 4's 2 # 5's Mn' Phi: Capacity 2.53 k -ft 1 # 7's 1 # 8's 50.69 psi 152.05 psi 1 # 6's 1 # 9's 1 # 10's Estrada Engineering and Design of 728 A Plumas Street Yuba City, Ca 95991 Ph. (530) 674-1681 Fax (530)671-5257 Rev. 510002 ' User: KW060429, Ver 5.1.2, 13•Jun-1999, Win32 Title: Dsgnr: Description Scope: Square Footing Design Description 3'-6" SQUARE FOOTING Job # I / Date: 6:22PM, 14 AUG 01 Page 1 General Information calculations are designed to ACI 318-95 and 1997 UBC Requirements Dead Load 10.400 k Footing Dimension 3.500 ft Live Load 0.000 k Thickness 10.00 in Short Term Load 0.000 k # of Bars 3 Seismic Zone 4 Bar Size Rebar Cover 4 3.000 Overburden Weight 0.000 psf fc 2,000.0 psi Concrete Weight 145.00 pcf Fy 40,000.0 psi LL & ST Loads Combine Load Duration Factor 1.000 Column Dimension 8.00 in Allowable Soil Bearing 1,000.00 psf Reinforcing Rebar Requirement Actual Rebar "d" depth used 6.750 in As to USE per foot of Width 0.113 int 200/Fy 0.0050 Total As Req'd 0.397 int As Req'd by Analysis 0.0008 int Min Allow % Reinf 0.0014 Min. Reinf % to Req'd 0.0014% Footing OK 3.50ft square x 10.Oin thick with 3- #4 bars Max. Static Soil Pressure 969.81 psf Vu: Actual One -Way 14.32 psi Allow Static Sal Pressure 1,000.00 psf Vn*Phi : Allaw One -Way 76.03 psi Max. Short Term Soil Pressure 969.81 psf Vu: Actual Two -Way Allow Short Term Sal Pressure 1,000.00 psf Vn*Phi : Allow Two -Way Altemate Rebar Selections... Mu :Actual 1.36 k -ft 2 # 4's 2 # 5's Mn * Phi: Capacity 3.38 k -ft 1 # 7's" 1 # 8's 36.61 psi 152.05 psi 1 # 6's 1' # 9's 1 # 10's • Estrada Engineering and Design Title : Job # I �/ 728 A Plumas Street Dsgnr: Date: 6:23PM, 14 AUG 01 Yuba City, Ca 95991 Description Ph. (530) 674-1681 Scope Fax (530)671-5257 Rev. 510002 Page 1 User: KW05oa29�Ver 5.1.2. 13-Jun•1999, Win32 Square Footing Design s� oe� es �u� a e. �i �e.e +„ k n "-4-4 ..moi..')n. Description 3'-9" SQUARE FOOTING General Information Calculations are designed to ACI 318-95 and 1997 UBC Requirements Dead Load 11.400 k Footing Dimension 3.750 ft Live Load 0.000 k Thickness 10.00 in Short Term Load 0.000 k # of Bars 3 Seismic Zone 4 Bar Size 4 Overburden Weight 0.000 psf Rebar Cover 3.000 Concrete Weight 145.00 pcf fc 2,000.0 psi LL & ST Loads Combine Fy 40,000.0 psi Load Duration Factor 1.000 Column Dimension 8.00 in Allowable Soil Bearing 1,000.00 psf Reinforcing Rebar Requirement Actual Rebar "d" depth used 6.750 in As to USE per foot of Width 0.113 int 200/Fy 0.0050 Total As Req'd 0.425 in2 As Req'd by Analysis 0.0010 in2 Min Allow % Reinf • 0.0014 Min. Reinf % to Req'd 0.0014% Summary Footing OK 3.75ft square x 10.Oin thick with 3- #4 bars Max Static Soil Pressure 931.50 psf Vu: Actual One -Way Allow Static Sal Pressure 1,000.00 psf Vn'Phi : Allow One -Way Max Short Term Soil Pressure 931.50 psf Vu: Actual Two -Way Allow Short Term Soil Pressure 1,000.00 psi Vn'Phi : Allow Two -Way Altemate Rebar Selections... Mu :Actual 1.55 k -ft 3 # 4's 2 # 5's Mn . Phi: Capacity 3.16 k -ft 1 # Ts 1 # 8's 15.76 psi 76.03.psi 41.10 psi 152.05 psi 1 # 6's 1 # 9's 1 # 10's '-". ' Estrada Engineering and Design 728 A Plumas Street Yuba City, Ca 95991 Ph. (530) 674-1681 Fax (530)671-5257 Rev. 510002 User: KW.060429, Ver 5.1.2, 13-Jurv1999, W102 (c) 198399 ENERCALC 189$J� Title: Dsgnr: Description Scope: Square Footing Design Description 4'-0" SQUARE FOOTING Job # Date: 6:24PM, 14 AUG 01 Page 1 General Information calculations are designed to Act 318-95 and 1997 UBC Requirements Dead Load 13.600 k Footing Dimension 4.000 ft Live Load 0.000 k Thickness 10.00 in Short Term Load 0.000 k # of Bars 3 Seismic Zone 4 Bar Size Rebar Cover 4 3.000 Overburden Weight 0.000 psf fc 2,000.0 psi Concrete Weight 145.00 pcf Fy 40,000.0 psi LL & ST Loads Combine Load Duration Factor 1.000 Column Dimension 8.00 in Allowable Sal Bearing 1,000.00 psf Reinforcing Rebar Requirement Actual Rebar "d" depth used 6.750 in As to USE per foot of Width 0.126 int 200/Fy 0.0050 Total As Req'd 0.503 in2 As Req'd by Analysis 0.0012 in2 Min Allow % Reinf 0.0014 Min. Reinf % to Req'd 0.0016% 4.00ft square x 10.Oin thick with 3- #4 bars Max Static Soil Pressure 970.83 psf Allow Static Soil Pressure 1,000.00 psf Max. Short Term Soil Pressure Allow Short Term Soil Pressure Mu :Actual Mn' Phi: Capacity 970.83 psf 1,000.00 psf 1.89 k -ft 2.97 k -ft Vu: Actual One -Way Vn'Phi : Allow One -Way Vu: Actual Two -Way Vn'Phi : Allow Two -Way Alternate Rebar Selections... 3 # 4's 2 # 5's 1 #7's 1 #as Footing OK 18.53 psi 76.03 psi 49.45 psi 152.05 psi 2 # 6's 1 #9s 1 # 10's Estrada Engineering and Design 728 A Plumas Street Yuba City, Ca 95991 Ph. (530)674-1681 Fax (530)671-5257 Rev. 510002 User: KW -060429, Ver 5.1.2, 13•Jun-1999, Win32 (c) 198399 ENERCALC Title: Dsgnr: Description Scope: Square Footing Design Description 4'-3" SQUARE FOOTING Job # 'T/ Date: 6:25PM, 14 AUG 01 Page 1 General Information calculations are designed to ACI 318-95 and 1997 UBC Requirements Dead Load 15.850 k Footing Dimension 4.250 ft Live Load 0.000 k Thickness 10.00 in Short Term Load 0.000 k # of Bars 4 Seismic Zone 4 Bar Size Rebar Cover 4 3.000 Overburden Weight 0.000 psf fc 2,000.0 psi Concrete Weight 145.00 pcf Fy 40,000.0 psi LL & ST Loads Combine Load Duration Factor 1.000 Column Dimension 8.00 in Allowable Soil Bearing 1,000.00 psf Reinforcing —paries �m(am�l>��rr� Rebar Requirement Actual Rebar "d" depth used 6.750 in As to USE per foot of Width 0.150 int 200/Fy 0.0050 Total As Req'd 0.637 int As Req'd by Analysis 0.0014 int Min Allow % Reinf 0.0014 Min. Reinf % to Req'd 0.0018% Footing OK 4.25ft square x 10.Oin thick with 4- #4 bars Max Static Soil Pressure 998.34 psf Vu : Actual One -Way 21.21 psi Allow Static Soil Pressure 1,000.00 psf Vn'Phi : Allow One -Way 76.03 psi Max Short Term Soil Pressure 998.34 psf Vu: Actual Two -Way Allow Short Term Sal Pressure 1,000.00 psf Vn'Phi : Allow Two -Way Alternate Rebar Selections... Mu : Actual 2.24 k -ft 4 # 4's 3 # 5's Mn • Phi: Capacity 3.71 k -ft 2 # 7's 1 # 8's 58.09 psi 152.05 psi 2 # 6's 1 # 9's 1 # 10's TYPICAL CONT. EXTERIOR FOOTING SEE ATTACHED GALLS. FOR ANALYSIS MAX. ALOWED POINT LOAD ON 2" GLR GOVT. FOOTIN6 BASED UPON 1000 psf ALOOWAABLE 50IL 5%. = 4,g00 Ib. MAX. POINT LOAD ON GOVT. EXT. FOOTIN6 z m cz #4 GOVT. - — — TOP 4 SOT. I�u TYP. EXTERIOR r -T6. SECTION 151 25" TOP OF STEM WALL TO BOTTOM OF FT6. MIN. Footing Design OK 1.00ft x 6.00ft Footing, 14.Oin Thick, w/ Column Support 3.50 x 3.50in x O.Oin high Title : Job # Estrada Engineering and Design DL+LL DL+LL+ST 728 A Plumas Street Actual Di Date: 7:11 PM, 14 AUG 01 Max Sal Pressure 985.8 Description Yuba City, Ca 95991 4.657 k -ft per ft Ph. (530) 674-1681 1,000.0 Scope: Fax (530)671-5257 0.190 int per ft "X' Ecc, of Resultant 0.000 in Page 1 �s�, KW 060429, Ver 5.1.2, 13 Jun 1999, WM32 General Footing Analysis .& Design homes standard calc 20 s (c) 198399 ENERCALC 'Y Ecc, of Resultant ,mac:\enercalc\serenitx Description EXTERIOR CONTINUOUS FOOTING CAPACITY TO SUPPORT POINT LOAD 1 Wa Y 17.435 General information calculations are designed to ACI 316-95 and 1997 UBC Requirements Allowable Sal Bearing 1,000.0 psf Dimensions... Short Term Increase 1.000 Width along X -X Axis 1.000 ft Base Pedestal Height 0.000 in Length along Y -Y Axis 6.000 ft Seismic Zone _ 4 Footing Thickness 14.00 in Overburden Weight 0.00 psf Col Dim. Along X -X A:as 3.50 in Live & Short Term Combined 17.44 psi Col Dim. Along Y -Y Abs 3.50 in fc 2,000.0 psi Fy 40,000.0 psi Min Steel % 0.0014 Concrete Weight 145.00 pcf Rebar Center To Edge Distance 3.00 in Loads ` Mu @ Left Applied Vertical Load... 0.07 k -ft 0.05 k -ft Dead Load 4.900 k ...ecc along X -X Abs 0.000 in Live Load k ...ecc along Y -Y Abs 0.000 in Short Term Load k 0.18 in2 per ft Creates Rotation about Y -Y Axis Creates Rotation about X -X Abs Applied Moments... (pressures @ left & right) (pressures @ top & bot) Dead Load k -ft k -ft Live Load k -ft k -ft Short Term k -ft k -ft Creates Rotation about Y -Y Abs Creates Rotation about X -X Abs Applied Shears... (pressures @ left & right) (pressures @ top & bot) Dead Load k k Live Load k k Short Term k k Footing Design OK 1.00ft x 6.00ft Footing, 14.Oin Thick, w/ Column Support 3.50 x 3.50in x O.Oin high DL+LL DL+LL+ST Actual Allowable Max Sal Pressure 985.8 985.8 psf Max Mu 4.657 k -ft per ft Allowable 1,000.0 1,000.0 psf Required Steel Area 0.190 int per ft "X' Ecc, of Resultant 0.000 in 0.000 in Shear Stresses.... Vu Vn' Phi 'Y Ecc, of Resultant 0.000 in 0.000 in 1 Wa Y 17.435 76.026 psi X -X Min. Stability Ratio No Overturning 1.500:1 2 -Way 8.454 152.053 psi Y -Y Min. Stability Ratio No Overturning Vu @ Top 17.44 psi 17.44 psi Footing Design Shear Forces ACI 9-1- ACI 9-2 ACI 9-3 Vn . Phi Two -Way Shear 8.45 psi 8.45 psi 5.43 psi 152.05 psi One -Way Shears... Vu @ Left 0.00 psi 0.00 psi 0.00 psi 76.03 psi Vu @ Right 0.0opsi 0.00 psi 0.00 psi 76.03 psi Vu @ Top 17.44 psi 17.44 psi 11.21 psi 76.03 psi Vu @ Bottom 17.44 psi 17.44 psi 11.21 psi 76.03 psi Moments ACI 9-1 ACI 9-2 ACI 9-3 Ru / Phi As Read Mu @ Left 0.07 k -ft 0.07 k -ft 0.05 k -ft 0.7 psi 0.18 in2 per ft Mu @ Right 0.07 k -ft 0.07 k -ft 0.05 k -ft 0.7 psi 0.18 in2 per ft Mu @ Top 4.66 k -ft 4.66 k -ft 2.99 k -ft 42.8 psi 0.19 in2 per ft Mu @ Bottom 4.66 k -ft 4.66 k -ft 2.99 k -ft 42.8 psi 0.19 in2 per ft 111 ;,r' Estrada Engineering and Design 728 A Plumas Street Yuba City, Ca 95991 Ph. (530) 674-1681 Fax (530)671-5257 Rev. 510002 User: KW060429, Ver 5.1.2, 13 -Jun -1999, WIn32 (c) 198399 ENERCALC Title : Dsgnr: Description: Scope: General Footing Analysis & Job # 17/ Date: 7:11 PM, 14 AUG 01 Description EXTERIOR CONTINUOUS FOOTING CAPACITY TO SUPPORT POINT LOAD Page 2 . , Soil Pressure Summary Service Load Sal Pressures Left Right Top Bottom DL + LL . 985.83 985.83 985.83 985.83 psf DL + LL + ST 985.83 985.83 985.83 985.83 psf Factored Load Sal Pressures ACI Eq. 9-1 1,380.17 1,380.17 1,380.17 1,380.17 psf ACI Eq. 9-2 1,380.17 1,380.17: 1,380.17 1,380.17 psf ACI Eq. 9-3 887.25 .887.25 887.25 887.25 psf ACI Factors (per ACI, applied internally to entered loads) ACI 9-1 & 9-2 DL 1.400 ACI 9-2 Group Factor 0.750 UBC 1921.2.7 "1.4" Factor 1.400 ACI 9-1 8 9-2 LL 1.700 ACI 9-3 Dead Load Factor 0.900 UBC 1921.2.7 "0.9" Factor 0.900 ACI 9-1 & 9-2 ST 1.700 ACI 9-3 Short Term Factor 1.300 ....seismic = ST ` : 1.100 MARRIAGE LINE, FOOTING RDL = 15 PSF X (13/2) X.2 = FDL = 15 P5F X ( 2.5/2 + 2.5/2)'= RLL = 40 P5F X (13/2 X 2) _ FLL = 40 PSF X (2.5/2 + 2.5/2 = las 38 233 #/LF - 520 853 #/LF 100 620 #/LF P05T 5PAGIN6 ® MARRIA6E LINE = 2.67' O.G. POL = 233#/LF X 2.67' = 622# PLL = 620#/LF X 2.67' = 1655# 227-1# j 1655 #LL +1655 #LL 622 #DL 622 #DL 1.33' 2.61- 1.33' USE CONTINUOUS FOOTING MIN. 1'-4" WIDE X MIN. 1' DEEP WITH W/ #4 GONTINUOUS TOP AND BOTTOM MARRIA6E LINE 2x8 FILLER 8x8x16 CMU #4 DONT. TOP O d BOT. -� GONGENTRATED LOADS ON THE MARRIA6E LINE GONTINUOUS FOOTIN6 SHALL NOT EXGEED 2,300# UNLE55 A PIER FOOTING I5 USED. SEE FOOTIN6 SCHEDULE FOR REQUIREMENTS WHERE LOADS ON MARRIAGE LINE EXCEED 2,300 LBS. a Estrada Engineering and Design 728 A Plumas Street Yuba City, Ca 95991 Ph. (530) 674-1681 Fax (530)671-5257 Rev 2 User:51000KW 060429, Ver 5.1.2, 13-Jun•1999, Win32 (c)1983.99 ENERCALC Title : Dsgnr: Description Scope: Combined Footing Design 17/ Job # Date: R29AM, 15 AUG 01 Page 1 Description MAX POINT LOAD WITH SUPPORT SPACING OF 2.67' O.C. ALONG MARRIAGE LINE General Information Calculations are designed to ACI 318-95 and 1997 UBC Requirements Allow Soil Bearing Seismic Zone Concrete Wt Short Term Increase Overburden 1,000.0 psf 4 145.0 pcf 1.00 0.00 psf fc 2,000.0 psi Fy 40,000.0 psi Min As Pct 0.0014 Rebar Cover 3.00 in Live 8 Short Term Load Combined Dimensions Allowable 1,000.00 psf Steel Req'd @ Lef Footing Slze... Column SupportPedestal Sizes 3.68 psi Distance Left 1.33 ft #1 : Square Dimension 8.00 in Dist. Betwn Cols 2.67 ft ...Height 0.00 in Distance Right _ 1.33 ft #2: Square Dimension 8.00 in Footing Length 5.33 ft ...Height 0.00 in Width 1.33 ft 12.00 in Actual Allowable ACI Factored Thickness Dead + Live 963.2 1,000.0 psf Eq. 9-1 1,348.5 psf Loads Dead+Live+Short Term 963.2 1,000.0 psf Eq. 9-2 1,348.5 psf Vertical Loads... 0 Left Column a Right Column Eq. 9-3 866.9 psf Dead Load Soil Pressure @ Right End 2.900 k 2.900 k Live Load Dead + Live k k Eq. 9-1 1,348.5 psf Short Term Load Dead+Live+Short Term k k Eq. 9-2 1,348.5 psf Footing Design OK Length = 5.33ft, Width = 1.33ft, Thickness = 12.00in, Dist. Left = 1.33ft, Btwn. = 2.67ft, Dist. Right = 1.33ft Maximum Soil Pressure 963.18 psf Allowable 1,000.00 psf Steel Req'd @ Lef 0.151 in2/ft Max Shear Stres; 3.68 psi Steel Req'd @ Centei 0.151 int/ft Allowable 76.03 psi Steel Req'd Soil Pressures Soil Pressure @ Left Actual Allowable ACI Factored Eccentricity Dead + Live 963.2 1,000.0 psf Eq. 9-1 1,348.5 psf 0.000 ft Dead+Live+Short Term 963.2 1,000.0 psf Eq. 9-2 1,348.5 psf 0.000 ft Eq. 9-3 866.9 psf Soil Pressure @ Right End Dead + Live 963.2 1,000.0 psf Eq. 9-1 1,348.5 psf 0.000 ft Dead+Live+Short Term 963.2 1,000.0 psf Eq. 9-2 1,348.5 psf 0.000 ft Stability Ratio 999.0 :1 Eq. 9-3 866.9 psf Moment & Shear Summary ( values for moment are given per unit width of footing ) Moments... ACI 9-1 ACI 9-2 ACI 9-3f Mu @ Col #1 0.57 k-fUft 0.57 k-ft/ft 0.37 k - /ft Mu Btwn Cols 0.57 k -f lft 0.57 k-ft/ft 0.36 k -f lft Mu @ Col #2 0.57 k-ft/ft 0.57 k-ft/ft 0.37 k-ft/ft One Way Shears... Vn : Allow' 0.85 76.026 psi 76.026 psi 76.026 psi Vu @ Col #1 2.616 psi 2.616 psi 1.682 psi Vu Btwn Cols 3.681 psi 2.762 psi 1.776 psi Vu @ Col #2 2.616 psi 2.616 psi 1.682 psi Two Way Shears... Vn : Allow' 0.85 152.053 psi 152.053 psi 152.053 psi Vu @ Col #1 2.878 psi 2.878 psi 2.325 psi Vu @ Col #2 2.878 psi 2.878 psi 1.850 psi @ Righ 0.151 int/ft Min. Overturning Stabili 999.000 :1 Its Estrada Engineering and Design Title: Job # Z0/ 728 A Plumas Street Dsgnr: Date: 9:29AM, 15 AUG 01 Description Yuba City, Ca 95991 Ph. (530) 674-1681 Scope: Fax (530)671-5257 Rev. 510002 Combined Footing Design Lcalc 2 User: 3.99 E 29, Ver 5.1.2, 13.1un•1999, WIn32 (e) 198399 ENERCALC c:\enercalc\serenity homes standar0 s Description MAX POINT LOAD WITH SUPPORT T SPACING OF 2.67' O.C. ALONG MARRIAGE LINE Reinforcing ( values given per unit width of footing) ROOM Left Edge of Col #1 Between Columns Right Edge of Col #2 Ru/Phi As Req'd Ru/Phi As Req'd Ru/Phi As Req'd ACI 9-1 ACI 9-2 7.80 psi 0.151 in2/ft 7.78 psi 7.80 psi 0.151 in2/ft 7.78 psi 0.151 in2/ft 0.151 in2/ft 7.80psi 0.151 in2/ft 7.80psi 0.151 in2/ft ACI 9-3 5.02 psi 0.151 in2/ft 5.00 psi 0.151 in2/ft 5.02psi 0.151 In2/ft ACI Factors (per ACI, applied internally to entered loads) ACI 9-1 & 9-2 DL 1.400 ACI 9-2 Group Factor 0.750 UBC 1921.2.7 1.4" Factor 1.400 ACI 9-1 & 9-2 LL 1.700 ACI 9-3 Dead Load Factor 0.900 UBC 1921.2.7 "0.9" Factor 0.900 ACI 9-1 & 9-2 ST 1.700 ACI 9-3 Short Term Factor 1.300 ....seismic = ST' : 1.100 a t$ H L oy : ruquici numtztD j 4 Ilk;,, D" 1 1300 4dul, I .. 1 .1 1',, -d. .1 FUQUA HOMES INC. BEND,ORECON DIVISION CSR--497DR-20 ARLINGTON, TEXAS COLUMN SUPPORT REQUIREMENTS APPROVAL: MODEL: 497DR--#.18064-MF ROOF LIVE LOAD: 20 ROOF DEAD LOAD: 10 LENGTH.- 60'-0" WIDTH: 38'-611 'A' --HALF r. 61 #14 cu — F? #13 PI 1#10 #9 N 412 411 p K. IJ Ii H ru 1.0 v* `j m6% 'B'—HALF j (IJ G #7#6 F #1 6 'IE #5 #4 rD 1113C' j za CD ru (u 'C'—HALF #2 jB A #t 90 COL. DOWNWARD LOAD (LBS) COL. # DOWNWARD LOAD (LBS) Col— # DOWNWARD LOAD (LBS) 1347 8 1235 15 802 2 ....... ........ . ........ ... . 1155 . . ......... ..... 9 1235 16 1909 3 1347 10 3096 4 2775 11 460-3 5 3288 12 4330 6 1572 13 802 7 1572 14 7313 FOOTING OR PAD SIZE MUST BE DETERMINED BY DIVIDING THE SOIL BEARING CAPACITY INTO THE DOWNWARD LOAD. EX. SOIL SEARING CAPACITY = 1500 PSF, DOWNWARD LOAD = 3200 LBS. FOOTING SIZE 3200 LBS 1500 PSF — 2.13 SO. FT. INSTALL MIN. 4000# RATED PIERS AT 32" O.C. BELOW MARRIAGE LINE WALLS 7 — TRANSFER LOADING SEE SETUP MANUAL FOR FOOTING L REQUIREMENTS, SET PIERS 16" ON ENDS. L v 20, a'-6' GARAGE LOCATION WALK WAY N W J 1 cq 6 -------------------------------------- ----------=------- CENTER LINE TYPICAL 'I' -BEAM- ) --- - C63ER LINE TYPICAL _I'_BEAM-ti.------- M ----------------------------- o - MARRIAGE LINE -� ----------------- rn _ ___ __ ------------------------------------------------ CENTER LINE TYPICAL 'I' -BEAM-- - B'—HALF CENTER LINE TYPICAL 'Y -BEAM --� ------------------------------- - in 0 MARRIAGE LINE-) --------------------------------------M --------------------= CENTER LINE TYPICAL 'I' -BEAM-` `C`—HALF CENTER LINE TYPICAL .1' -BEAM- ---------- -------------------------------- a ----------------- :x i v ADDED I -SEAM C NTrER LIRE NOTE`S MPF 2-13-01 OAS QUA HOMES ADDED GARAGE AND NALKWAT' LOCATD34 CJD Ii -3-98 >:IAap C-0 5-29-4e LI'7 C7E.'C7® {97D IRDfD SCALE HITCH END DASHED LINES ARE TAE CENTER LINE OF T -IE 'I -BEAM' 0 NOTE: t1TlC LAYOUT 0 SEE TYPICAL FOIINDAT[CN LAYOUT z" SNEET FOR SPECIFIC 1WERNA11ON 0' .BOUT RECCMENOED FOJKDATD7hl (0:;2) SEE COLUMN SUPPORT REOLAREMENT SHEET Fat SBPOR- REQUIREMENTS AT THE MARRIAGE t1W. �+ 3) REFER TO SETUF MANUAL F13R ' C SOL LQADIRG a PAD SEZE INFORNATIOR #18064 FUQUA HOMES INC. t1TlC LAYOUT RLFOUNDATION r7497DR R 4 RECEIVED OCT Il 2 2001 BUTTE COUNT'.� BUILDING-DWTSic.l- NORTH PROPERTY LINE* - --- --- --- --- ------ --- --- --- --- --- --- ALMOND TREES PROPOSED LEACH LINES 7 20' EASEMENT PLANNING DIVISION -BUILDING PLAN APPROVAL Use: Date: DRIVEWAY Parking: ------� Landscaping: h Signature: ignature: 24$ ........ .. FUTURE GARAGE 24' PROPOSED ELECTRICAL PANEL PROPOSED GAS METER E�wwsw 'a a 4 m_ N601 W, a 42' 15'-6'p X -1 COVERED DECK 58'- 4" 45$ -16 61' 126)-5" EAST PROS ERTY LINE 169'-6" 1 1 { I. � _� _- ____ --- _- _ _�_-_._._-___. __ _-_-_ _.. _ _ ___._ _j 1 - i ^. _ _:. � i �- ,_ -- __ __ - I_,-