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062-660-019
.y. RESIDENTIAL 012.-��0 �b►9. 062 92 -30 -- FORD, Layton 260 Pine Tree Ln, Berry Creek deck & stairs/mh F103 d 1/p/� • . 0 JOB FINALED (Date) Signature t e county BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES / CUUNTY CENTER DRIVE - OROVILLF. CALIFORNIA 9Fi9G5.339/ TELEPHONL: 19161 536-7541 FAX: (916i 539-2140 September 16, 1993 Layton Ford RE: Building Permit #92-3016 15 Pine Tree Lane Expiration Date 9/4/93 Berry Creek, CA 95916 A.P. # 062-500-116 Dear Mr. Ford: Deck & Stairs for Mobile Home With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into the category marked below: ❑ Permit work started, but not completed. Permit may be renewed for 2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. If our records are in error or should you have any questions concerning this matter, please contact the Oroville _ office. Thank you for your prompt attention concerning this matter. Yours very truly, ` 4 JFG:hla j' J.F. Glander cc: Building Inspector Manager, Building Inspection Attachments: ❑ Renewal Application ❑ Owner -Builder Information ❑ Owner -Builder Verification Chico - 1469 Humboldt Rd/891-2751 Paradise - 745 Elliott Rd/872-6307 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovlllet California 95965 - Telephone: 916.'538-7541 APPLICATION AND PERMIT PERMIT NO. 92-3016 336350011 PARCaL. NUMBER 062-500-116 RONIN U BUILDING PERMIT WNHR LAYTON FORD T La MON6. 589-3340 SO. FT. I OCC. BUILDING VALUATION 112 I OFEN /b4 WNER'3 MAILING AOORM33 15 PINE TREE LANE BERRY CREEK 95916 j ONTRACTOR'3 NAME OWNER TELEPMON6 ONTRACTOR'3 MAILING AOORE33 '. Fireplace ONSTRUCTION LENDER UNKNOWN Total Valuation s 784.00 ENOE'R'3 MAILING ACORF-33 - - Filing Fee $ 15.00 Permit Fee $ 19.50. RCMITECT OR ENGINEER _ - LICENSE NO. Plan Checking Fee $ 20.00 RCMITECT OR ENGINEER'S MAILING AOORESS Energy Plan Checking Fee $ Penalty $ u1Lo,NG ADORE260 PINE' TREE LANE BERRY CREEK 95916 Penult fee $ 54.50 PLUMBING PERMIT Filing Fee 1 15.00 j Each Trap 5.001 Solar or heat pump water heater 20.00 OT NO.$U 9O1 VISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 1 7.00 USE OF STRUCTURE F ❑ Duplex❑ Mobilehome(T Other SPECT FY Gas piping system 1 - 5 outlets j 5.00 j Building sewer 1 15,00 1 Mobile Home S , 7G7w I 15.00 1 TYPE OF WORK dew ❑ Addition Remodel ❑ Utilities ❑ Installation❑ Other ❑ )escribe work: OPEN DECK 8 X 14 & STAIRS I Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service ZOOOOA °Da LESS 18.50 j CONTRACTORS LICENSE LAW declare under penalty of perjury (check one): I I 1 am licensed under provisions of Chapt. 9. Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification il I, as the owner, or my employees with wages as their sole compen- cation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. Business and Professions Code for this reason Main service 20CATO IOOOAI I 37.501 j NEW CONST•/ DWELLING OCCUP.&) OR AODNS. ( ACC. BLOCS. NEW CONSTR , . UL.- I.OUrLST uJN.PEsI D. BRANCH ^_IRC"ITS 3.6eso.ft.1 J@ 5.001 POWER APOARATUS o- (SINGLE OUTLST CIR, Ex. 0C6LIP(OUTLETs OR FIXTURES R,oa Iso ' :(ED AP -1 -NS. OR Ex. Occuo. oUTL=Ts iPESICI EA.) I 3.001 Temporary service1 15.00 j Mobile Home Facilities 15.00 I Misc. Wiring I 15.00 j Permit Fee S WORKMEN'S COMPENSATION INSURANCE declare under penalty of perjury (check one): ❑ The permit is for 5100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. '� I shall•not employ any person in any manner so as to become subject 7"c to the W. C. laws of California. 'otice to Applicant: If after making this statement, should you become subject i the W. C. provisions of the Labor Code, you must forthwith comply with such rovlsions or this permit shall be deemed revoked. certify that I have read this application and state that the above information correct. I agree to comply to all County Ordinances and State Laws relating 1 building construction, and hereby authorize representatives of the Countyot utte to enter upon the above-mentioned property for inspection purposes. also agree to save, indemnify and keep harmless the County of Butte against -I liabilities, judgme ts, costs, and expenses which may in any way accrue 3alns�id nt ' con equence of/!Pe granting of this permit. Contractor MECHANICAL PERMIT I Filing Fee 15.00 j Heating Coolin q Hood 6.501 ! Ventilation permit Fee $ Contractor Mobile Home Installation Fee S Energy Inspection Fee $ OCC CONST TYPE TOTALFEE $ 54.50 DO OFEES IMP FDO cOF FI PARCEL Oate h This permit is hereby issued under the applicable provi- / r— ''❑ i cions of the Butte Count Code and/or resolutions to do gnorure o Applicant — L Ownor� Contractor � Agent y n JSH / work maicoted above for which fees have been paid. permit is required For excavations over 5'0" deeo and deinoiirion or construct- j .n ut .rructures over J stories �n height. , 01fj CT R O PUBLIC WORKS 122936 Uo I dv /' nate ecelot No. i PFRmiT FXPIRFS r)nru u—S'-.7 J 5'OK O = Not OK =Not Applicable _MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L" ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card 6-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beam s-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements -2.-Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V OK O = Not OK = Not Applicable Not Ready RESIDENTIAL (; = Date UNDERFLOOR (Plans) OK exbept'N's 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel -Bloc kouts-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 -Anchor -Regulator -Service Test 12. Electric: Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except ti's 16. Water Hlr.; Vent -Access -Combustion Air -Baffle --------- --- - ----------------------------- 17. Water Pipe; Test & Anchor -Nail Protection ---------- --------------------------------------- 18. D.W.V.; Test -Fittings & Anchor -Nail Protection -------- ------------ - --------------- 19. Shower Pan; Test. First Floor -Tub Access ---------------- ---------------------------- 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors ---------- ------------------- ------------------------------------ Date Card B-1 Date Card B-1 ------------------- ------------------------------------------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except ti's 22. Fixture & Transformer Clearance -Ins. Protection ---------- ----- --------------------- 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. -Size- Boxes -&-N.O.-of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. -------`--- -------------------------------------------------------------- 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water ------------ ---------------------------------------------------------------- . 27. 2 Appliance Circuts in Kitchen & Conductor Size!GFI ---------------------------------------------------------- 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / ! ga. Cu or AI 29. Range Circ ! r ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral 0- Yes ❑ No ------------------ ------------------------------------------------- 30. Service -Riser Conductors & Ground -Main Disconnect ----- ---------------------------------------------- 31. Equip Clearances Panels-Motors-Mech. Equip. --------- - -------------------------------------------------- 32. Clothes Closet Light -Shower Light -Spa Light --------------------------------------------------------------- 33. Smoke Detector ----------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 --------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except n's 34. A.C. Ducts Insulation & Support ----------- -------------------------------------------------------- 35. Vent Fan Exhaust above insulation -------------------------------------------- - ----------------- 36. Conden=ate Drain & Overflow: Size & Grade 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet -------------------------------------------------------- 38. Attic Access & Platform if Furnance in Attic ----------------------------------------------------------------------------------- ------------------------------------------ ------------------------------------- Date Card B-1 Date Card -B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except ft's 39. Sils. Proper Material & Anchors ------ -- - ---------------------------------------------------------- 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound ---------- --------------------------------------------------------- 41. Bearing Walls over Girders & Floor Nailing --------------------------------------------------------- ------------------------- -------------- 42. Draft Stop in Walls (rat proof) ---------------------------------------------------------------- 43. Fire Stops: Furred Ceilings -Stairs -Chases -Tub ------------------------------------------------------------------------- 44. Headers & Beam -Size & Bearing L jingle & Duplex) Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Ong. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Ring. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers ------------------ _ 55. Siding -Nailing Veneer ------------ 56.- Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access ----- - 57. Glazing Area -Glass Protection -Skylights -Plastic ---------- -- 58. Shear Walls;--Nailing-Bolts ----------- - 59. Insulation -Walls -Ceilings --------------- 60. 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's 61. Ext. Steps -Door & Sidelight Protection -Landings ----------------- 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection - ------------- 64. Bedroom Exiting ------------- --------------------- 65. G.F.I. & Bath Fixtures & Tub Access -Spa ----------- 66. Elec. Trim & Subpanel; Breaker Sizes & Labels - ------------------- 67. Stairs & Rails -------------------- ---------------- - 68. Fireplace or Stove: Clearances -Hearth - - 69. Elec. Outlets at Wood Panel: Int. & Ext. 70. Kit.Fixt & Appliance: Grnd.-Air Gap -Cooking Clearance 71,.--Elec.-Outlets & Receptacles at Kit. Counter 72. -Garage -Fire Door: Swing -Landing -Closer -------------------------- 73.--A.C.-Duct in Garage -Damper 74. Wtr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor-Mech. Protection ------------------------------------- 75. Plb.. Elec. & Mech. Equip. Listed for Location ------------ 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection ------------------------------------ ------ 7;. Insulation -Foam -looked in Attic ❑ Yes ----------------- -------------------------- 78. -Guard -Rails & Deck -Const ruction- Post Caps 79. Fdn Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.: Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No ------------- 31. Stucco: Brown -Finish ---------- -------------------------------------- 82. A.C. Unit: Disconnect. Electrical, Plumbing - - --- - ------------------------ - -- 83. Vents Above Roof. Plb9 APP liance-Firep lace. -Clearance to Openings 84. Water Well: Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim: G.F.I. Receptacle -Underground 86. Ventilation Throughout House -- - - - ------------------------------------ 87. _Glass Protection 88. Corrections from Previous Inspections ----- ----------------------- ----------------------------------- 89. Gas Test -Meters Tagged: Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval ------------------------------------ 91. Energy Compliance Certificate -Other Certificates ---------------------------------------------- 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: 0 662-660-01-9 62-0215 OLIVES, BEVERLY 260 PINE TREE, BERRY CRK CONT: SKYCREST ENT NEW GAS LINE OFFICE COPY Address GAS Meter By Date 21 EL v - M& -e, 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 02-0215 ASSESSOR PARCEL NUMBER d U62-660-019 ZONING 7 U BUILDING PERMIT OWNER OLIVES BEWILY A. TELEPHONE 741-1353 SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 517 6th St.9 VARYSVILLE CONTRACTOR'S NAME 13468 HWY 99 E. MIC D CA TELEPHONE 342-2694 CONTRACTORSMAIUUN�G,�A+DDRESS ': KYCR1w71 J:.171 + CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 260 PINL.I EF. LN. BERRY CSX CA Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: N'& UNDIRGINUND GAS LINE Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 Mobile Home I S I G W 920.00 PERMIT FEE $ + ELECTRICAL PERMIT Fling Fee 20.00 Main Service zo.A 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.8 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. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service WA TO IDSA 46.00 NEW CONST. DWELLING s Eo LLING OCCUP. SO OR ADDNS. ( . Tpµpalp MULTI.OU CUT @7,50 OWELEPPARATUS R A PSINGOUTLET CIR. OUTLET OR FDTTUREs Ex. Occup. Bn0 @':so FIXED APPLNS. OR 5.00 Ex. Occup. ourLETs RESID. EA Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ 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.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation (provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X ' - C•�t�' �- -�' Date - �'+� f ' t �— Sigfiature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 35. W HAZ. D. FEES IMP I FLOOD I CDF PARCEL I PO HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. 4. pf�yjj,, 1-::1-Lti02 By ; //f/! ! i! �� .. (,i', Date PERMIT EXPIRES ON 1-31-2003, Date Receipt No. `4` 40 w 5•ou 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) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 09-0915 ASSESSOR PARCEL NUMBER062-660-019 ZONING U BUILDING PERMIT OWNER OLIVES BEVERLY A. TELEPHONE 741-1353 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 517 6th St. MARYSVILLE CONTRACTOR'S NAME 13468 HWY 99 E. CHICO CA TELEPHONE 342-2694 CONTRACTOR'S MAILING ADDRESS SKYCREST ENT. CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filen Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checkin 'Fee $ BUILDING ADDRESS 260 PINETREE Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW UNDERGROUND GAS LINE Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 Mobile Home ISI GI W1 @20.00 PERMIT FEE $ 35.00 ELECTRICAL PERMIT Filing Fee 20.00 800VOR LESS Main Service zo.A 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. 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. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 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.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation rovisions of section 3700 of the Labor Code, I shall forthwith comply with se provisions. X - `�C� t/V i Date �� ' Z Si ature of Applicant - ❑ O er ❑ Contractor ❑ Agent AOSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO I000A 46.00 NEW CONST. DWELLING OCCUR s° OR ADONS. ( a ACC. BLDS. 3.5¢Fr; NON-AESID. muLTI.OUTLET @7,50 8PSINOWGLE OUTLET CTR.ER APPARATUS 20 1.00 Ex. Occup. OUTLET OR FDRURES BqL p . Iw Ex. Occup. Dn'cuTEIETS RELNSS,DOR� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirino 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 35.00 HAZ. I D. FEES IMP I FLOOD cDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated ove for wh' as have been paid. l-31-2002 B Date1-31-2002 PERMIT EXPIRES ON 1-31-2003 (Date) 343140 $ 35.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 062-660-019 't. 1 01-1864 OLIVES, BEVERLY 260 PINE TREE LN. BERRY CREEK CONT: OWNER�. NEW MAIN ELtC PANEL SERV 42 5 -.� „ .. -_ - .. _ ,,.. ^^I`Ti.-....'�t'+a°F..iaS:P •...�('�''r':r,.i,�.t9+'rP'" �..r-7t . r- yt` ; j F' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 K.RMIT NO. (Rev.12/96)APPLICATION AND PERMIT "�'� &Y wis-095( .*Ursr 2ONING U BUILDING PERMIT OWNER OLIVES BEVERLY TELEPHONE — 353 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 501 B ST. SM 104 _MARYSWUE, CA 95-901 CONTRACTORS NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS ` t w. CONSTRUCTION LENDER LENDER'S MAILING ADDRESS f Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. 1 Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS i Plan Checking Fee $ BUILDING 260 PINE R Energy Plan Checking Fee $ $ PERMIT FEE S LAT NO. SUBDIVISIONS NAME PARCELMAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehomettl Other SPECS Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation III Other ❑ Describe Work: INSTALL NEW 200!' AMP MATH RF'Ry Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 r b .e Home S G W @20.00 PERMIT FEE t ELECTRICAL PERMIT Filing Fee 20.00 or LE Main SServiceService20EOOV O0A ORR LESSSS 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. 1411 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law, for the following reason: 4110 X 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 Cie for this reason WORKERS' COMPENSATION DECLARATION I 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 1 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) jOCC .. 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 the workers' compensation provisions of section 3700 of the Labor Ccde, I shall forthwith comply with those provisions. ;? X �"; r .. �. ��..' Date _ -%- 1 -%` +/ _ Signature of Applicant - *&OwneF ❑ Contractor ❑ Agent—'� An OSHA permit is required foriexcavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO I 46.00so NEW CONST. pWpyM1G OCCUP. SO U OR ADONS. ( sk ACC. BLOs. 3.5¢FT; T. NON gEGSID. MULTI -OUTLET @7,50 POWER APPARATUS d SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 9 1'00 SAL .w FlXED APPLNS. OR Ex. Occup. ourLErs RESIO. EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 r* I -M 13 03 I PERMIT FEE $ 4P10 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI: S Mobile Home Installation Fee $ Energy Inspection Fee $ CONST. TYPE TOTAL FEES HAZ. I D. FEES IMP FLOOD CDF PARCEL PD HD 5SU _ This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON 7— (Da provisions to do work paid. !! ff 11 1 O l to) ReceiptNo._--14A-r, /PA.no 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) 538-7541 RMIT NO. (Rev.12/96)APPLICATION AND PERMIT ����� <-/ ASSESSOR PARCEL NUMBER 062-660-019 ZONING U - BUILDING PERMIT OWNER OLIVES BEVERLY TELEPHONE 741-135-3 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 501 B ST. STE 104 MAMVITIE, (,A 95q01 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS 26 BERRY Energy Plan Checking Fee. $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome )O Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel O Utilities O Installation IX Other O Describe Work: TNSTATT. NEW inn AMP MATN F7.Ft gJMV Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 a Home ISIGI W @20.00 PERMIT FEE $ ELECTRICAL PERMIT I Filing Feel 20.00 Main Service zo.oa:ss 23.00 r 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.P License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. O I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the labor Code, for the performance of the work for which this permit is issued. O 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier 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.) -• 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 the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X _ Date �— ��(� _ Signature of Applicant - caner O Contractor ❑ Agent An OSHA permit is required fo xcavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO +CODA 46.00 NEW CONST. DWELLING OCCUP. s0 OR ADDNS. ( & ACC. BLDS. 3.5¢FT. NZp°p MULTI.OLmFT @7.50 OWER APPARATUS a SINGLE DLmtT aR. Ex. Occup. OUTLET OR FDRURES e20 @ I:00 Ex. Occup.. ouTLEtD�sA as D,DEE 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 e i ., T, P3 PERMIT FEE $ CJft7 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEi: $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ n --o HAz. D FEES IMP FLOOD CDF pggOEL — pp HD SSU 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. J A I By Date 1 l EXPIRES OND.D.SB. ate rReceiptNo.�315j�� ooPERMIT D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION T� -• '7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-754 PERMIT O. (Rev. 12/96) APPLICATION AND PERMIT 0 ASSESSOR PARCEL NUMBER BUILDING PERMIT d1MNER TELEPNoIIe SO. FT OCC. BUILDING VALUATION e 53c� 7yfl35'3 OWNERS MAILING AD Sa of ► Sf Sic p a- v/l(e 590 t COMRACTOR'8 NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER EFirelace LENDER'S "LING ADDRESS ARCHITECT OR ENGINEER LICENSE NO. Total Valuation E —Filing Fee b 20.00 ARCWECT OR ENOINEETRS MAILING ADDRESS Permit Fee b aunDwGADOREsa/ Plan CheckingFee b �. �/ e Energy Plan Checking Fee E err fe b PERMIT FEE b IDT NO. BUBON6RkIS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex bllehome IOther BPeCFY Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.00 TYPE OF WORK Each gas water heater or vent 15.00 Gas)Iping ystem 1 - 5 outlets 15.00 // New ❑ Addition ❑ Remodel ❑ Utilities ❑ In t cation &, Other ❑ Describe Work: IZ,5 Ita I /Ve, J 2-e C. Buil ling sewer 15.00 Mobile Home S G w @20.00 PERMIT FEE i ELECTRICAL PERMIT Filing Fee 20.00 -'—'—• -'---'- Main Service Sow OR LESS �• x. LESS 23.00 G°J Main Service 200A TO IOWA 46.00 NEW CONST. OR ADDNs. ORa ADCC. SOLDSS. 3.5¢x°. NON•RESID MULTI -OUTLET @7.50 POWER APPARATUS 8 SWOLE OUTLET GK Ex. Occup. OUTLET OR FC,T,., 200 I.O0 SAL .50 ' I 1 t Ex. OCCUP. O�S"PP� N EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 pry i,vS PERMIT FEE b (p &V *PERMIT FEE PAID �_�j � o -v MECHANICAL PERMIT Fling Fee 20.00 Heating . SPA - - Cooling SHERIFF Hood a.so OTHER Ventilation PERMIT FES t Mobile Home Installation Fee b Energy Inspection Fee b AMOUNT RECEIVED .�_ �� OCC CONST. TYPE TOTAL FEE $ MAZ. D. FEES IMP FLOODCDF PARCEL PO NO ISSUE *RECEIPT NUMBER 3 31573 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. * TO BE PUT INTO COMPUTER By Date PERMIT EXPIRES ON Pete) P ;7o-<' : p: `• �f*"} .1 � �jY. t 1::�• n n r; r;s, i s 4; �:ce �.t: +'st,. ,[ � '"� * :, r: t'� . , : y; !t f z` �`.ti.,` { ..�t.- t e'4 ;.�t au,.J �'� ),,... � �'4:�! .!ern• � F. � r.. +,u:. "-ir��'�' N- +`" COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541,1- PERMIT 38-7541= PERMIT APPLICATION DATA SHEET OWNER:2y Cr ASSESSOR PARCEL ER: �- '� Proposed Building Use: Mew hsa;�v 2 tct SP/&& uilding Inspector: �, Date: 7- z "7 - a At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- 112. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑ 3. Complete 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! ------------------ 06. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- 0 8. --------------------------------------------------------❑8. Hazardous Material Form.--------------------------r---------------------------------------------------------------' ❑9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ ❑ 10. Fees of $ ----=-------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule.-------------------------------------------------------- ------ ❑ 12. California Department of Forestry plan approval/fees.--------------------------------------------------� �._-- ❑ 13. Flood elevation certificate. ------- -----------------------------------------------------------------------------`" x .. ❑ 14. Sanitation and plot plan approval Health 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: (B) Parking: -------------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑19Encroachment Permit for driveway (construction approval prior to occupancy). -------------------------- 20. Pre-inspectionfor O:A) /%9A/N e%¢ 5RIV)44Wed Request to Building Inspector on %- 3D^ (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ El 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- El 24. Letter of signature authorization., ------------------------------------------------------------ ------------------- E125. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- E126. ------------------------------------------------- ❑26. Letter of intent on building use. ---------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- ❑ 3 0. Other: ------- Whhipn you is a the , ermit, process as follows ❑ Mail to owner, ❑Mail to contractor. Telepho53 ��3 53 and hold for pickup at 01*'190 ; l t`e office. ❑ Deliver with inspector. Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution ate: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: 2. Additional items required: ❑ Plan Check List 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: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES R( NO 0 2. I HAVE ❑ HAVE NOTgsigned an application for a building permit for the'proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: PHONE: CITY: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: PHONE: CITY: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME SIGNED: ADDRESS PHONE TYPE OF WORK PROPERTYOWNER: SOCIAL SECURITY I DATE: NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must he completed, and returned to our office before we are permitted to issue the permit. OVER . OWNER BUILDER INFORMATION Dear Property Owner: Q R— I An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible parry of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. i rely, Mic el C. Vi ira, C.B.O. M ger; Building Inspection NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER NOTES 4 � ' RESIDENTIAL { 062-660-019 01-25851 OLIVES, BEVERLY � 6 © PINETREE LN; BERRY CRK CONT: SKYCREST-ENT� NEW MH EX SITE PERM FNDNJ THE HCD FORM 433A FOR THIS MH CANNOT BE RECORDED UNTIL ONE OF THE FOLLOWING HAS A BEEN TURNED IN TO THE BUILDING DIVISION: Yi (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. II SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address G ELECTRIC Meter By Date JOB FINALED (Date) Signature UZ CHECKED BY I K COUNTY OF BUTTE i BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 41.1 Main Street • Chico, CA • (530) 891-2751 -F ;= 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the i' 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 14-1/11 REV 10/92 / �\ Inspector COUNTY OF BUTTE - o BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 4111 Main Street • Chico, CA • (530) 891-2751 7 ,County Center Drive • Oroville, CA • (530) 538-7541 i, CORRECTION NOTICE OWNSg PERMIT NO. ry .- A routine inspection indcates 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 Inspector REV 10{ 2 114W493W1 101 IN, Wow! • r COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Streei • Chico, CA • (530) 891-2751 ;r 7 County Center Drive • Oroville, CA • (530) 538-7541 ? CORRECTION NOTICE Y�. 'OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and shculd 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. F.y m•_ //— �-,'o y Date �� REV 10/92 ./ = OK 0 = Not OK. = Not Applicable MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Gas; Location -Test -Wrap;-/ /" L'ft. /'Nat. or/ /"L"ft./ PLPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME, INSTALLATION (Plans) OK except #'s Zo ' g Requirements -Setbacks -Easements Jtings; Size -Spacing -Marriage Line Gee "H Test -Demand -Valve -Connector tricity; MH Test -Crossovers -Breakers -Clearances rain; MH Test -Fall -Flex Connector r 6. ter; MH Test -Regulator -Connector 040'Water ang_§AWjar Connect C/O to Grade -HD Approval 8. Elects it agged - T a "a#ation Cert. , 1 zits; ww-skeleh-- 11. Cert. f -Occupancy 1 ermanent Foundation Only; License Decal Date % Card B-1 Date Card B-1 Date Z_Card B-1 Date Card B-1 N 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 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 1_2 , Braced Wall Panels Date rd 8= Date Card B-1 Date Ca - �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- Panelboards-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 V=OK 0 = Not OK = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Fig., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel -Blockouts-Wrapped 6. Stemwalls, Garage; Stee l-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 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19, D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 69. Stairs & Rails Date 70. Card B-1 Date Card B-1 Date 71. Card B-1 Date Card B-1 Date 72. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral ❑ Yes ❑ No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 84. A.C. Unit Disconnect, Electrical -Plumbing Date 85. Card B-1 Date Card B-1 Date 86. Card B-1 Date Card B-1 Date 87. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 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 FRAMING (Permit) OK except #'s Date 40. Sills Proper Materials & Anchors Comments at Final: 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing 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. Baffles 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. Insulation -Walls -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. Wtr. 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 O 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-Clearance 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 CPUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT v/ -as?5 ASSESSOR PARCEL NUMBER 062-660-019 ZONING U - BUILDING PERMIT OWNER OLIVES BEVERLY A TELEPHONE 741-1353 SO. FT. OCC. BUILDING VALUATION 7tR77 Rr OWNERS MAILING ADDRESS 517 6TH ST MARYSVILLE CONTRACTOR'S NAME SKYCREST ENT TELEPHONE 342-2694 CONTRACTORS MAILING ADDRESS - 13468 HWY 99 E CHICO 95973 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS S Total Valuation iCR ARCHITECT OR ENGINEER LICENSE NO. Filing Fee 20.00 Permit Fee 482.00/2 $ 241.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS C)PINETREF LN, BERRY CREEK Energy Plan Checking Fee $ $ PERMIT FEE $ 284,00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome 10 Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.0 Each as water heater or vent 15.00' TYPE OF WORK YY New ❑ Addition 13 Remodel ❑ Utilities ❑ Installation ❑ Other"b Describe Work: NEW MH EX SITE PERM FNDN Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 1 20.00 Main Service zoOA 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. p License Class ef— Lic. No. , ,2/ ��/ O? WNER-BBUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR OR ADONS. ( y Ate. BUDS. SO 3.5¢FT: Lp" NREM ' MULTI -OUTLET @7.50 POWER APPARATUS 6 BINDLE OUTLET CIR. EX. Occup. OUTLET OR FIXTURES 20 @ 1'00 BAL o .w Ex. Occup..OUB p� D,DREA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' ccp�� n insulance carrier and policy number are: Carrier '% J � Policy Number Z.:Y—Z. 3 (o —O/ (The above sections need not be completed H the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Qi4 Date .�� — Si re of Applicen - ❑ O nerContractor ❑ Agent A SHA permit is required fo 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 TAL FEE $ 334.00 HAZ. IMP X FLOOD COF -- PARCEL X Po X HD ISSUE This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. B Date EXPIRES ON Date Receipt No. 336616/$374.00 71, It, 73 2 1 1PERMIT WHITE-D.D.S.-B.D. CANARY -ASSESSOR I PINK -INSPECTOR GOLDENROD -APPLICANT r COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7 > 1 C PERMIT NO. (Rev. 12/96) APPLICATION AND -PERMIT - / n <� �' ASSESSOR PARCEL NU'Z/ ZONJNO BUILDING PERMIT O1Y"'E" TELEPHONE SO. FT, OCC. BUILDING VALUATION OWNMV MALM ADDRESS / - CONTRACTOR'S NAME SKYCREST ENTERPRISES TELEPHONE `_ c�342-26940 CONTRACiOR7 MALM ADDRESS " "�'A S`'Q_^y'�-�.'7i 13468 H1W 99 E., MIC® CA 95973 — CONSTRUC IONLENDER Fireplace LE"DE" 11AnAG ADORERS ^— Total Valuation $ c.o ARCHITECT OR ��� LICENSE NO. Filin Fee 5 20.00 ARCIfiECT °" Fl�owEEA's MAl1N0 ADDRESS sum e -e Lf, I., �i Permit Fee L lj `r� , C'` = Z S G Pian Checkln Fee S �< Energy Plan Checking Fee S S PERMIT FEE S p° IDT NO. BUBON181ON'S NAMEPARCEL ),-79 Ar_ MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE 0-730- Q�j SF ❑ Duplex ❑ MobilehomeX Other ePEDIPr Each Tra 7.00i Solar or heat Pump water heater 23.00 Water piping15.00 c�� TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utlli as ❑ Installation ❑ Other,kr Describe Work:e'iY /�f�Q-yl it 1, Z4 r2 f'B v , S�.n Each as water heater or vent 15.001 Gas piping system 1- 5 outlets 15.00 Building sewer 15.00 l 5,e•° Mobile Home IS G W @20.00 PERMIT FEE S 0 c' ` ELECTRICAL PERMIT Feel 20.00 A� , q-� 2 /� TO 2rj � -F'-r J *PERMIT $ <� �� Gv SRA $ r SHERIFF $ " OTHER $...Heating $ _Filing Main Service eoov OR Ltse >da ORLESS 23.00' Mnin Service 200A TO IOOOA 46.00 CONS . DWELLWO OCCUP. OR Ag0. DDN8. 6 ACC. BLDS. 3.5¢x', NON -REBID. MULT40tlTl.tT @7.50 POWER APPARATUS 6 8 W O "L EX. Occup. OUTLET OR WTUREY 20 ® .'00 BAL .w Ex. Occup. FIXEDAPPLWS OR oVTLE'TB RE810. EA 5.00 Temporary Service 23.00 Mobile Home Facilities _:==20.001r Misc. Wiring 23.00 PERMIT FEE i MECHANICAL PERMIT Fling Fee 1 20.00 Cooling Hood 6.50 Ventilation I $ PERMIT FEL S Mobile Home Installation Fee $ AMOUNT RECEIVED $ *RECEIPT NUMBER �.� �j %(� �P *TO BE PUT INTO COMPUTER Energy Inspection Fee $ occ CONST. TYPE TO AL FEE $c� " � '; ce MAZ D. FEES =DF OAR HD 68UE 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 /Derry COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7 41 PERMIT NO. (Rev.1M6) APPLICATION AND -PERMIT - /- d 5 8'5 ASSESSOR PARCEL NU ZONING BUILDING PERMIT + TELEPHO SO, FT, OCC. BUILDING VALUATION . OWNERS MAILJNG ADDRESS . CONTRACTOR'S KAJAE -----F-HONE SKYCREST ENTERPRISES 1 T 342-2694 CONTAACTOR9 MAILING ADDRESS 13468 WY 99 E., CHICO CA 95973 t f w d - 7c CONSTRUCTION LENDER LENDS MAILING ADDRESS Fireplace Valuation $ r✓D ARCHFrETotal � OR ��� LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGWEEAB MAILING ADDRESS Permit Fee Plan CheckingFee $ eu 777,3r P�rle-4r e-. Energy Plan Checking Fee $ PERMIT FEE $ p° ' LOT NO. BUBDNBgNB \ 9 A PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE• SF ❑ Duplex ❑ Mobllshomek Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water fin 15.00 0- TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ InstaUatlon O Other Describe Work: rir / fi¢ r►�P n� ��.yGl yt�l,Q tB Each gas water heater or vent 15.00 Gas stem 1 - 5 outlets t 5.00 piping Building sewer 15.00 i5^66 Mobile Home S G W Q20.00 PERMIT FEE i (� JryELECTRICAL PERMIT Filing Fee 20.00 Main Service eoov 0011 LEse 2ow OR LESS 23.00 * , /� ,- ` /� QJ ••�'� '�y� .�. AJ 6 (A.) /_O& p� 000 / v 3Lsvo r' � v b& 00 C 5 *PERMIT $ (Jd SRA $ I SHERIFF $ I OTHER $ I $ Main Service 200A TO IOOOA 48.00 CONST. DWELJNG OCCUP. s0 OR ADDNS. a ACC. BLDS 3.50FT_ MULTI.OUTLET NON -REBID. �G 7.50T -- POWER APPAMU9 a SINGLE OyTW CIR. Ex. Occup. OUTLET OR FIXTURES ew ® 1.00 Ex. Occup. FlxEDAPPLNa. oR OUTLEIB REBID. EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating —Cooling Hood 8.50 Ventilation $ PERMIT FEt $ Mobile Home Installation Fee $ AMOUNT RECEIVED $ *RECEIPT NUMBER �� / ftp *TO BE PUT INTO COMPUTER Energy Inspection Fee b occ OONST. TYPE TO AL FEE $ 3 . FEES VPD ^DJ• PIVEL If I HD ss UE 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 Delo COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DA TA. SHEET ASSESSOR PARCEL NUMBER: /') Proposed S ' dmg s :-Y-S}o Building Inspector: At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: �. Date Received By ❑ 1. All items have been submitted ---------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. Complete 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. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Haz dous Material Form.-------------------------------------------------------------------------------L---------- . ❑9. actured Home da ]latio ctir g Tie wn S ecific 'o -t- Fees of $ - - -- -- -%-- L--d_m__^---�L JAL------ ----- l� Impact fees as shown on the attached schedule. LAA rte} 1112. California Department of Forestry plan approval/fees.--------------------------------------------------------- Flood ------------------------------------------------------- Flood elevation certificate. --------------------------------------------- . Sanitation and plot plan approval 0 W Health Department. 1115. City of Chico plumbing permit. --------------------------------------- ❑ �16, Plot plan and business license approval from the City of Biggs. --- V6. Planning approval for (A) Use: O K (B) Parking: _ ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage,qRLegal Parcel. U19. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- W. Pre -inspection for aP �required Request to Building Inspector on .Pre-inspectionfor 112 1. Contractor's license informatio . (Number, Name Style, Classification). ----------------------------- ❑22. Workers' Compensation carrier and policy number. --------------------- E123. Owner -Budder Verification (Given to owner ❑, Mailed to owner ❑). X24. Letter of signature authorization. -------------------------------------------------------------------------------- X' 5. Recorded copy of Agricultural Acknowledgment Statement. f�-u1s=----a--�'���� ___!0 _I2_GI_____ 026. Letter of intent on building use. ---------------------------------. ❑27. Manufactured Home utility clearance. ------------ --------- 028. Existing violations and/or expired ts. ---------------- -- ❑29. ❑433 A, ❑Grant Deed, ❑ M. . Title, eck to H.C.D $ 030. Other: i When you issue the permit, process as follows ' 0owner,,/E�]�Mail dTelephone 3 Ha-`,, 6, 5U and hold for pickup at �J(00 C04,q of D i R na C h04A 1 r) "R -4-0\9W" 5u-bYYN� ++eA 11.11j.01— Kew-�ft4.u.t„Apph& Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ (Ather: to contractor. office. El Deliver with inspector. Date: 16, _/,;l-0 Pollution Date: By: G Date: By: (Date) 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: RV M" � Contractor, designer, owner, was advised of the above required data by ❑ p one, ❑)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 �Div�'sion counter, by Date: Plans reviewed by: Date: Plans approved by-teDate: Z. Sets of 4 plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. p - 11IEw 19101 l.5 i�vt c, Date: • 2,0 • O Vellnw Cnnv - T)PnarFmPnt of n ... *IA' . n:.... _ Cr4VKf/1 . o E.H. USE ONLY �— Plot 0,1 n.Attedhad 0-4 Floor Plan Atta ha Sant to B.D. TO: Building Department FROM: Environmental Health �I SUBJECT: Sanitation Clearance OwVer Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well✓ Clearance for -----dW,.:1 9. Other- �Ljnaomt r -O: e -221CR l" 01 j►' l(Wnaam d - - ! /I I Hold final for: Final clearance O.K. for: NOTE: Environmerita 8/96 Ith Specialist S Oc ia.%f Date ..•.; Y .. ..-^,... �f �..{.,'t,rr�:i:7fF�A..:,.�.1h.::.vut'�,,;rni .t, -• ��.r m..., ., .......n..:�.'c._.,- .-.r...�.;, ...,, ,. '-,W a.r,- •� y. a. 1�l-0LA-J BUTTE.COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) F i School District n(Oull �% i� 1 G4 k � hoGL Building Department No. A.P. Number (,� 1� J "�/ C% , Jurisdiction: City ©County Property Owner ?PUCV /V l /1 UeJ Property Location/Address Subdivision Residential Development No of Living Mobile Home Units Installation Commercial/Industrial New AddRion r Lot No ................................................................................................................... Sq. Footage Addition/ *Supplemental, to . �. (Group R) Conversion Permit # •� *(No foundation inspection): (Floor Plans reviewed by School District Personnel) District Identification No. 020056 0,.( j1 [� '_ ( School District certifies that V� 1 iG �. _ l 1/1 tt A�l • Sq. Footage (Including Exterior Roofed Areas) /�� �� l Date (Applicant) 4 LUC) rt YJT?5 . .�,. +-. L `M2- 2b d..) (Street Address) (Phone (Phone Nu(lam ber) rr hR-� (City) (State) (Zip Code) has complied with the requirements of Resolution No. 4 «D by payment of $ representing square feet. AB 2926 $ FULL MITIGATION S School District Representative Date Paid by Check # — Remarks: .I 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 660201a), 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 (CEQAI, this project may be subject io additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) " feeform.As 110/98)dmm I# -- COUNTY OF BUTTE /n► IAL RECEIPT Received from (- h <<- D Q tOVI i The Sum of tco r 4- — f c For R -`eV SP_ "o k Received: t;� —(0(1 — CASH CHECK 1—W 6u51Nt� PLR s • (916) 743-6511 RECORDING REQUESTED RY: AND WHEN RECORDED MAIL TO: (31,11'11 COUN'rY 13UILDING DIVISION 7 COUN•fY CENTER DRIVE OROVILI-.L' CA 95965 COPY of Document Recorded 04 -Feb -2002 2002-0005783 Has not been compared with original BUTTE COUNTY RECORDER SPAT ABO\ E- TIIIS LINE. FOR RECORDER VSE 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 11C'I-C011, 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. BEVERLY A. OLIVES BUTTE COUNTY BUILDING DIVISION REAL PROPERTY O\VNER'LESSOR LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 517 6TH STREET 7 COUNTY CENTER DRIVE MAILING ADDRESS MAILING ADDRESS MARYSVILLE, YUBA, CA 95901 OROVILLE, BUTTE, CA 95965 CI rY COuxrY STATE zmCITY COUNTY STATE_ ZIP 260 PINETREE LANE 01-2585 (530)538-7541 INSTALLATION MAILING ADDRESS. IF DIFFERENT 'I l . � j PER IIT 1'?LIiPI� to NG\ILtLR BERRY CREEK. BUTTE, CA 95916 /1I't / 2%1/02 C'I'I'Y COON"I"Y S I'ATE ZIP SIGNATURE OF LOCAL AGENCY OFFICIAL DATL SAME COUSIN GARY'S HOME I:NIT O\VNER liralsu prnpemy outier. write "SAME") DEALER NAME lir not a dealer sale. %vrite "NONE") 91265 MAILING ADDRESS DEALER LICENSE NO CITY COUNTY STATE ZIP UNIT DESCRIPTION SKYLINE 2000 WESTBROOK 3702 CT MAM TAC Il.'R[:R'S NAME DATE OF \I:\Nl; l':\C`rli Illi \IODr;L NA,\II:.N('.\IHIiR 8V-70-0346-N-A/B 52'X 24' ULI 513575/6 SEKIAL NUMBERf S) LENGTII N \\'ID'rII IN\IGNIM.A111:I. NUMIIERISI RI:AL PROPERITY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER A.P. #062-660-019 SEE ATTACHED MCD FORM 433(A) REV. 8/91 \1'I IITE - Cuumy Recorder CANARY - 1ICD PINK - Applicant GOLDENROD - Building Dept BUILDING PERMIT NUMBER: 012585 Address or location of unit: 260 PINETREE LANE, BERRY CREEK, CA 95916 Legal Description of Real Property: A.P.062-660-019 SEE ATTACHED (x) Mobilehome/Manufactured Home () Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: BEVERLY A. OLIVES Owner's address: 517 6TH STREET, MARYSVILLE, CA 95901 INSIGNIA OR HUD NUMBER: ULI 513575/6 SERIAL NUMBER OR V.I.N.: 8V-70-0346-N-A/B MANUFACTURER'S NAME: SK OFFICIAL APPROVING INSTALLATIC DATE: 2/1/02 PHONE: (530) 538-7541 H.C.D. 513C ' rte•+ •+ r r l ut1-1 I f NAT I OAL T I TLE --CH I CO 3 343849E ESc.row No. Loan No. WHEN RECORDED MAIL TO; Beverly Olives 501 'S Street, Suite 104 Marysville CA 95901 MAIL TAX STATEMENTS TO: Same as above NO. 61.9 0005 il{ilullllif��lii11i101�illl�li 2�ib4.l--QlOQ.l�3�t6� .. Reaor4od I REC FEF 13.®9 Official cords I TAY 38.30 Count EOf 0 MOAM 7rae6RUB8S I R08L WRY 1D D SON Azsistant I Nikki 09122Ait 15-Mar-aW I Page 1 of 3 tXXUMUMFCY TFANSFFA TAX s ._ ._......._...........G?� . 41MI ed on the Cort 40-Atlon WAWv of proPeRV convoyed: OA Compund on Me wraideraoon or value li:6- gems w encunwanc,: mrnMaliO4 at tart% of 904L "P—nan�'i "— 0,410c.a-(,Qo.-o(9 GRANT DEED FOR A VALUABLE CONSID—ERATICN, receipt of which is hembl ad n7ovlodged. DENNIS L. V&NDERVORT and CHARLOTTE H. VANDERVORT hereby GRANT(5) to B?VERLY A. OLIVES, an anmacried woman the Heal prcoem in UwCi�j Cf unincorporated Gowly of Butte . State of Catitomia. cescrited as SEE EXHIBIT "A" ATTACHED HERETO AND INCORPORATED HEREIN Orted } DENNIS L. VANDERVORT STATE OF CAUFORMA p )a. COUNTY OF C1t L - —' 0" V t+et9cs ma. CHARLOTTE A. VANDERVORT Wa0naLy appwlib & C LwL1 hi • personW known w ma p prwW to as W M bWft a seCitartory .Noww*taw1m SM NA D. SCf{MELTT. keetro fWX am a knowiadp d to ffm V= lx#NjfttHey Muwrdd ft WM COMM. / 1234377 in Ky(►+Fr�+ autnoetoMi apa>s1yG+a1. sA 1+u oY hlW.rMoir signs. V8 u K r*g on der nsoumv t ro oa ur" or ar retry 400 bdW of w(nd Coawl. Doke$ Jud 2i. 2003 6 QM pwwwv(a) acad. ww and ala i WWnM1t. rc•ma�n wtSTv6S R+y 'and m+a am w oma. mitis 00 AMIL TAX STA1FaA�1VTS AS O(RW. ED ABC%e , cl l3 LZL that state. of Be Lag a. K--D.B v lLc_l 1 1 NH lUHL I1! t-(lHICO y 3438496 WrB= wA.: Legal Description - certain real, prope=Y situate ixi tile" County of Butte, CaZi:forn A, desc-'wed as follows= _ -.i�.. ZL`1`IOL'th•RaAq�b S pvLtlatL of Sacpaoa 3cuTazTyndh ribed as goliovs- ;and amore Parti. No. 619 0006 zast, COMKEtj=,r, 'ast^ the Southwest corner of said Section 33: thence along the South rine of said section, North 88'.23''. 'JI' East L56-5-00 feet to the center3Lze of a 60-00 foot road easement. thence &Long said centerline, North 28' 50" 47r East,' 44.05 feet; .thence North 000 4.7' 08' West, 206_77 feet; thence North 43' 3Z' 33' Fast, MAL feet;. thence North 22 OZ"- 54" Eastr ILG.7Q Eget; thence North 10 *� 45' 68, east, 158-96 feet;• thence North 071 51' 34r East, 9'4 -TT feet to the true point of begtaning for tne- par- cel. herein described, thence from said" =1a point of begfn:ring mad along said centerizne, Korth 21° Z9' 04, East, 159_70 feet, thence Zlorth 09" 38' 08" cast. 50_00 feet, the. -l -e leaving said :.enterline, Nort.`� 6i" 34' oe, West, L73-76 feet to the centerl-I ne of a 6C-00 tort road easementr thence along said centerline, 50utn 58° 09' L9" west *94_36 £iset, thence Solt. 27° 48".47",GTestr 100-ZO feec, thence SeutkL 5Z" 07 08r �eStr L3 _36 feet:: thence:: iewrtng 3a�c eentocUne, South 49 36'* 29'' East, I%7.0';. £ee'�; ule^.ce tlor_t<'� S a • .59 . 4l` east, Iso _9 4 Eget to the true po i tt of begin, irg S3 id Qsrc.ei is also known as Parcel 1 on. Parcel Mao £i?ed La the ef!iLce of the Recacder OE the County of Butte, Stat* of CaLiFor- nia,. or. Noveber 30,. L940 In Book LZ'_ of parcel Maps. at Paco 28_ TOGETHER gITH a non-exclusive easemerst for road puroosas anri public Purposes over a strip of Land 30_00 feat 1n widen, c u lying contiguous to and Easteclf from tha ?asrerly Line of said Parce ALSO MGETRER WILL a non-exclusive easement gar toad purposes anc pubLic utility purposes over. a strip of Land 30.010 feet in width-, ------�.LyL.za. cvntSguous to and AesterLy from the westerly Line of: sa:La ^_ P- ALso toGETHER WITS a non-exclusive easement for toad purposes and public utility purposes over a stria of Lance 60-00 feet in width, Lying 30_0.0 Feet on each side of the following described 1,1re= (continued) - - I",; A UHL I t ILL-1_ri I C.0 + 3458496 egal Degcripti-on_ (continued) hU.619 Doo? Beginning at the Northsaat corner of said parcel; thence 'North 09° 38' 09' East, 292.21 Eeat; thence North 25° 40' 02" East, 149.97 feetr thence North 280 49' 00' East, LI0.00 feet; thence North 66- Z9' 00" East, LSS_08 feetr thence North 62" 14' 50" East, 30L.89 Feet, thence north 05" 07' 45' East. 199.22 feet, thence North 440 531 00" East, 167.86 feetr thence North 6ZP 49" 20" hast, 353.79 feet;, thence North 79° 45' 35' East', 268.55 Eeetr thence Vorth 52,° 34' 15" East, 248.60 feetr thence North 3L' 211 10' East, 260-67 Eeet, thence North 850 40' 40" East, 391.5Z feetr thence SoutA T79 LIr 20" East, 164.46 feet,- thence North 660 40' 18' East, 244.52 feet to Bald Rock Road- ALSO oad_ ALSO TCGETM VI2S a non-exclusive easement for road purposes and public utiLity purposes over a strip of Land 60.00 Eest in width, Iyinq 30.00 feet on each side of hhe following described Une _ BEGINNING at the ffortiwest corner of said parcpt, thence North 26 I8' 00"- West,- 138.54 feet, thence Horth 07" 46' 27" East. 03.61 feetr thence North 39° 57' 05" East, 164_35 feet, Hence North 11' 36' 41" East, 235..53 feet? thence North 590 34' 22" East, 203_09 suet; thence North 89° 26' 01" East, L48.40 Eeet, ryance South. 30" 43' 2L' East,- 166.56 feet to the centerline o_x a 53.03 foot mad easemect.. _ .. ,. .;... „•, .... ,. ....,. .::,�a..c&TAT£.OF CALIFORNI/1.:• ::. � Ts NUMBER::.:.:. EPAR ITMENT OF OUS G ATNb COMMUNI Y OEVE OPMENi ..8.660.599'.... b •' DMSION'OFCODEB*ND'STANDARDS MANUFAC,T�IREA HOUSING PROGRAM fl, MANUFACTURER CERTIFICATE OF ORIGIN I I v w )5 pLA *l.;i- I--Q—CHECK IF THIS 16 A DUPLICATE MCO -ENTER ORIGINAL MCO NO. MANUFACTUREQ HOME OR MULL -UNIT MANUFACTURED HOUSING NUMBER OF ( ❑ ,MUMH (MULTI -UNI fD SINGLE FAMILY OVyELLINq) .. T MANUFACTURED.HQUSING TRANSPORTABLE SECTIONS 7 COMMERCIAL COACH: ... OCCUPANCY GROUP I• MANUFACTURER NAME'- ' - - MANUFACTURER LICENSE NUMBER SKYLINE HOMES INC 90002 MANUFACTURER ADDRESS: SUGGESTED RETAIL PRICE: sl 20 EAST REAMER STREET W00 D CA Stele 95776 (zip) $ 49.104.00 MANUFACTURER TRADE NAME. MODEL NAME AND/OR NUMBER: DATE OF MANUFACTURE: WESTBROOK 3702—CT 9/29/2000 NAME OF DEALER -OR TRANSFEREE (OWNERSHIP. TO): CALIF. DEALER NUMBEROR ' ' DATE OF TRANSFER! .. •. ' SKYCREST ENTERPRISES/COUSIN GARYS TRANSFEREE DESIGNATION. i.0/U2/2000 ' DEALER OR TRANSFEREE ADDRESS: (St reel 468 HWY 99 SOUTH 5H)CO CA Smfe) 959 ¢I INVENTORY CREDITOR NAME: CONSECO FINANCE INVENTORY CREDITOR ADDRESS: s,M 0. BOX 25570 A ANA CA stt,92799 I' SECTION MANUFACTURER SERIAL NUMBER HCO INSIGNIA OR HUD LABEL NUMBER LENGTH INCHES VADTN vVEIONT INCHES POUNDS ULI 513575 Ann 14416.034 ULI 513576 A 1)17,799 A TRANSPORTER NAME: D b R TRANSPORT TRANSPORTER ADDRESS. P.O. BOX 179 DURHAM CA 95938 (Stn.") C 61140 Z DESTINATION FOR UNfT DESCRIBED ABOVE: NAME SKYCREST ENTERPRIS 8,,., 13468 HWY 99 E C CHICO CA Stets 95926 z I sanity under penally of pel)ury under the lore o1 We Stele of CwwoA,Ie Anel 1ne ebmo tope ere we and cones EaeaeMon 10/02/2000 N WOODLAND YOLO (Dale) (City) (Count') CA (State) 31ONATURE OF AUTHORIZED AGENT: ORWINAL.``PINK). _...,.FORWARD TO TINE INVENTORY CREOIJRR UNLEBB THERE 48 HONE, THEN FORWAAD TO.TW PURCHASER (DEALER,OR TRANSFEREE), COPY 1 (VAHM) FORWARD TO THE DEPARTMENT ATBOX 1828, SACRAMENTO• CA BI3e12,ISM. VMTHIN FIVE (S) DAYS OF RELEABE. ' COPY 2 (YELLOW) DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. COWS (GOLDENROD) TUBE BETA WD BY THE MANUFACTURER. ' HOD 483.0 • Side 1 - (TAM FORIA Ugo DEPARTMENT OF HOUSINGFANDLCOMMUNITY DEVELOPMENT U DIVISION OF CODES AND STANDARDS REGISTRATION AND TITLING SECTION STATEMENT OF'FACTS Thi -s unit is. -a:12 Mobilehome [—] Commercial Coach [] Floating Home Truck Camper Decal (License) No.(s) Trade Name Serial No.(s) P1 foo�. 0 V 514 a3 70 -�— I/We, the undersigned, hereby state that the unit described above: Ma,y be- P )a -c -e -d on a, p e r ma.n v- v\.+ ,Fo ar�u-�-io� Affiant further agrees 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. I/We certify under•penalty of perjury that the foregoing is true and correct. Executed on at Oa a (City) (State) Signature of each affiant I I Printed name of each affiant HCO 476.6 (Rev 11/86) . . . . .......... SKYLINE CORPORATION MANUFACTURED HOME INSTALLATION MANUAL SWiNE6 BRINGING AMERICA ROME. BRINGING AMERICA FUN. TABLE OF CONTENTS Chapter 1 — Introduction ................... 1 Chapter 2 — Definitions ..................... 2 Chapter 3 — Site Preparation Zone Maps ..................... 3 Site Grading .................... 4-5 Description of Soils .............. 5 Chapter 4 — Foundation and Support Requirements Piers .......................... 6 Design Requirements ............. 6 Design Procedures ............... 6-7 Acceptable Footings .............. 7 Placement in Freezing Climates ..... 7 Proper Sizing of Footings .......... 7 Permanent Foundations ........... 7 Flood -Prone Areas ............... 7 Severe Wind Areas ............... 7 Special Snow Load Conditions ...... 7 Important Reference Documents ..... 7 Typical Installations ............... 8 Typical Pier Construction .......... 9 Support Requirements ............ 10-12 — Single Wides ................ 10 — Double Wides ............... 11-12 Sidewall Openings ............... 12 Pavilion Dormer Blocking .......... 13 Footing Sizes ................... 13-14 Chapter 5 — Set -Up Procedures Moving Home to Location .......... 15 Positioning Home ................ 15 Leveling and Blocking ............. 15-17 — Single Wides ................ 15-16 — Double Wides ..'............. 17 Adjustable Outrigger .............. 18 Use of Water Level ............... 19 Double Wide Interconnection ....... 20-21 Tie Down Instructions ............. 22-23 Over -The -Roof Straps ............. 23 Anchor Tables Wind Zone I ......... 24-26 Anchor Tables Wind Zone II & III ..... 27-28 Anchor Tables for 102" Sidewalls ..... 29 Longitudinal Tie Down Instructions .... 30 Tie Down Example ............... 31 Double Wide Exterior Closure ....... 32-34 — Masonite Siding .............. 32 —Vinyl Lap Siding .............. 33 — HardiPanel & HardiPlank Siding .. 34 WARNING 47 ONLY EXPERIENCED PERSONS KNOWLEDGEABLE OF MANUFACTURED HOME SETUP PROCEDURES SHOULD SET UP THIS HOME. Chapter 5 — Set -Up Procedures — Continued Installation of Shingle Roof ......... 35-36 Double Wide Utility Interconnection ... 37-40 — Bonding ................... 37 — Electrical Crossover .......... 37 — Heating Crossover ............ 38 — Gasline Crossover ............ 39 — Waterline Cross Connect ....... 39 — Drainline Cross Connect ....... 40 Installation of Exterior Light Fixtures ... 40 Venting of Skirting and Crawlspace ... 40 Metal Roof Tightening ............ 40 Porches & Decks ................ 40 Chapter 6 — Installation of Optional Features Electrical Dryer Venting ........... 41 Gas Dryer Installation ............. 41 Gas Water Heater Venting ......... 41 Grill/Range Venting ............... 41 Paddle Fan Installation ............ 42-43 — Flush Ridge Beam ............ 42 — Protruding Ridge Beam ........ 43 — False Beam ................. 43 Air Conditioning Electrical Connect ... 44 Evaporative Cooler ............... 44 Dealer Installed Blend Air .......... 45 Expanding Rooms, Slide -Outs ...... 46 Site Attached Structures ........... 46 Garage Ready Units .............. 46 Hinged Roofs and Eaves .......... 46 Ceiling Fans .................... 46 Telephone and Cable TV .......... 46 Fireplace Installation .............. 46 Field Installed Hearth ............. 46 Field Installed Fireplace Chimney .... 47 Chapter 7 — Utility System Connection and Testing Water ......................... 48 Drainage — Connection ............ 48 Drainage — 1, 1-1/2, 1-3/4 & 2 Bath ... 48 Gas .......................... 48-49 Electrical ...................... 50 Outside Panel Box ............... 50 Electrical System Test ............ 50 Multi -Section Frame Bonding ....... 51 Typical Under -Chassis Feed Connections ............. 51 Typical Meter Base Installation ...... 51 Meter Base & Panel w/Masthead .... 52 Chapter 8 — Protective Window Coverings ..... 53-58 Chapter 9 — Final Inspection Final Inspection ................. 59 Installation Inspection Checklist ..... 59 NOTE: THIS MANUAL IS INTENDED TO INSTRUCT AND TO ASSIST ALREADY QUALIFIED PERSONNEL IN PROPER INSTALLATION OF SKYLINE MANUFACTURED HOMES. IT IS NOT INTENDED TO ENABLE SOMEONE UNFAMILIAR WITH MANUFACTURED HOME INSTALLATION TO PERFORM THE INSTALLATION. SETUP SHOULD BE DONE ONLY BY QUALIFIED PEOPLE. WHOEVER DOES THE SETUP SHOULD GUARANTEE THEIR WORK IN WRITING FOR A REASONABLE TIME AND SHOULD, IF NECESSARY, AGREE TO RELEVEL THE HOME WITHIN 90 DAYS AFTER THE INITIAL SETUP. CHAPTER 1 INTRODUCTION PLEASE READ ALL INSTRUCTIONS PRIOR TO SET-UP! This Skyline home was engineered, constructed and inspected for conformance to the Federal Manufactured Home Construction and Safety Standards in effect on the date of manufacture. This National Standard sets forth com- prehensive requirements for design construction, fire safety, plumbing, heating systems and electrical systems for manufactured homes designed to be used as dwellings. This manual contains detailed installation instructions, including specifications and procedures for erection and hookup of your manufactured home. It has been written in an objective and easy -to -understand manner so it can be understood by people without extensive technical training. It discusses the set-up of the home from preparing the site through final inspection. It includes many tables and figures giving important data for proper set-up. Careful adherence to this manual by the homeowner and installation crew, and consultation with a registered professional or structural engineer in those unusual circumstances it does not cover, will assure you of a quality, safe and affordable home for many years to come. Prior to locating or relocating your home, contact the local authority having jurisdiction for installation to see if permits for such procedures as blocking, anchoring, or utility connections are required. Inspections may be required dur- ing installation. On private property, zoning or development covenants may apply and should be taken into considera- tion. NOTE: Preparations of the site, when accom- plished by others than the home installer, may not be in accordance with these instructions. THE IMPORTANCE OF CORRECT SETUP CANNOT BE OVEREMPHASIZED. Correct set-up is absolutely essen- tial to homeowner satisfaction. If you are not absolutely certain of the proper procedure or you encounter unusual conditions, please contact your factory service representative. THE INSTRUCTIONS CONTAINED HEREIN ARE MIN- IMUM REQUIREMENTS. APPLICABLE LOCAL OR STATE LAW MAY HAVE OTHER OR GREATER REQUIREMENTS WHICH MUST BE COMPLIED WITH TO OBTAIN OR REGAIN THE RIGHT TO OCCUPY THE HOME. REVIEWED BY ENGINEERING DEPT. ISSUED BY FOLLOW-UP SERVICES DEPT. OCT. 6,20W UNDERWRITERS' LABORATORIES, INC. The recommended procedures contained in this manual are intended to assist in proper installation of this home. Field experience may justify alternate acceptable proce- dures which, when completed, result in performance at least equal to that which will result from conformance to the details and specifications herein. For example, on double wide installation you may find it advantageous, due to local conditions, to bolt the floors together prior to bolting roof halves together, or vice versa. Either method is acceptable as long as the bolting schedule is adhered to. NOTE: A MANUFACTURED HOME SET UP IN THE WRONG STRUCTURAL ZONE DOES NOT MEET THE REQUIREMENTS OF THE FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS. BEFORE COMMENCING SETUP, SEE CONSTRUCTION INFORMATION, LOCATED IN THE MASTER BEDROOM CLOSET OR AT THE ELECTRICAL DISTRIBUTION PANELBOARD, FOR DESIGNATION OF ZONE FOR WHICH THE HOME WAS CONSTRUCTED. SPECIAL CONSTRUCTION SUCH AS EXPANDO UNITS, TRIPLE WIDE UNITS, AND PERIMETER BLOCKED UNITS WILL BE COVERED IN SUPPLE- MENTS TO THIS MANUAL. CONTACT YOUR FACTORY OR DEALER IF THIS HOME HAS ANY SUCH FEA- TURES AND YOU DO NOT HAVE THE APPLICABLE SUPPLEMENTS. WARNING: ONLY TRAINED CREWS SHOULD INSTALL THE HOME. INSTALLERS SHOULD FOLLOW THE SAFETY INSTRUCTIONS PROVIDED IN THIS MANUAL. THIS HOME WEIGHS SEVERAL TONS USE ENOUGH TEMPORARY WOOD BLOCKING TO SUPPORTTHE HOME DURING SETUP. No one should be allowed under the home unless it is securely in place, even if it is not m,v,*,8,,,,9 .•••• Q.tiY T ��•�' �• �,��t` GISTF •6111211... The technical content of this Installation Manual has been reviewed by Underwriters' Laboratories, Inc. and found to be in accordance with the Federal Manufactured Home Construction and Safety Standards. CHAPTER 2 DEFINITIONS ANCHORING EQUIPMENT: Straps, cables, turnbuckles and chains, including tensioning devices, that are used with ties to secure a manufactured home to ground anchors. ANCHORING SYSTEM: A combination of ties, anchoring equipment, and ground anchors that will, when properly designed and installed, resist the wind's overturning the home or moving it sideways. FOOTING: That part of the support system that sits directly on the ground at, below or partly below grade to support the piers. PERIMETER SUPPORT: The portion of a support system that supports the sidewalls at the floor line. PIER: That portion of the support system between the footing and the manufactured home, exclusive of caps and shims. Types of piers include, but are not limited to, the following: 1. Manufactured Steel Stands 2. Manufactured Concrete Stands, and 3. Concrete Blocks SITE, MANUFACTURED HOME: A parcel of land designed and designated for the location of one manufactured home, its accessory buildings or structures, and accessory equipment for exclusive use of the home's occupants. STABILIZING SYSTEM: A COMBINATION OF PROPERLY INSTALLED ANCHORING AND SUP- PORT SYSTEM. STAND, MANUFACTURED HOME: That area of a manufactured home site which has been reserved for placement of a manufactured home. SUPPORT SYSTEM: A combination of footings, piers, caps and shims that will, when properly installed, support the manufactured home. CHAPTER 3 SITE PREPARATION ZONE MAPS OF THE UNITED STATES MEM I F •wn ND 3 w SD / —Wi 1' MI NE IA PA Il IN OH KS MO K, VA TN NC OK Anrec AL GA lxLA FL roHl p E]SOUTH 20 PSF ❑ MIDDLE 30 PSF ROOF LOAD ZONE MAP E NORTH 40 PSF 1271 alto v M®EtIIMIrn TX ±S 1 Fl AK RHIid ❑ ZONE I n ZONE II ,.� WIND ZONE MAP ZONE III The following local governments listed by state (county/ parishes, unless noted otherwise) are located in WIND ZONE II: ALABAMA - Baldwin and Mobile FLORIDA - All counties except those identified as being within Wind Zone III. GEORGIA - Bryan, Camden, Chatham, Glynn, Liberty and McIntosh LOUISIANA - Acadia, Allen, Ascension, Assumption, Calcasieu, Cameron, East Baton Rouge, East Feliciana, Evangeline, Iberia, Iberville, Jefferson Davis, LaFayette, Livingston, Pointe Coupee, St. Helena, St. James, St. John the Baptist, St. Landry, St. Martin, St. Tammany, Tangipahoa, Vermillion, Washington, West Baton Rouge and West Feliciana. MAINE - Hancock and Washington MASSACHUSETTS - Barnstable, Bristol, Dukes, Nantucket and Plymouth. MISSISSIPPI - George, Hancock, Harrison, Jackson, Pearl River and Stone. NORTH CAROLINA - Beaufort, Brunswick, Camden, Chowan, Columbus, Craven, Currituck, Jones, New Hanover, Onslow, Pamlico, Pasquotank, Pender, Perquimans, Tyrrell and Washington. SOUTH CAROLINA - Beaufort, Berkeley, Charleston, Colleton, Dorchester, Georgetown, Horry, Jasper and Williamsburg. 3 MINX im] >�,r SHE , PA AK Hi �' ■ ZONE I ■ ZONE 2 ❑ ZONE 3 HEATING AND COOLING ZONE MAP IN WIND ZONES II AND III, UNLESS THE HOME AND ITS ANCHORING AND FOUNDATION SYSTEM HAVE BEEN DESIGNED FOR THE IN- CREASED REQUIREMENTS OF EX- POSURE `D' OF ANSI/ASCE 7-88, IT SHOULD NOT BE LOCATED WITHIN 1500 FEET OF THE COASTLINE. W WIND ZONE II (continued): TEXAS - Arkansas, Brazoria, Calhoun, Cameron, Chambers, Galveston, Jefferson, Kenedy, Kleberg, Matagorda, Nueces, Orange, Refugio, San Patricio and Willacy. VIRGINIA (The cities of) - Chesapeake, Norfolk, Portsmouth, Princess Anne and Virginia Beach. The following local governments listed by state (county/ parishes, unless noted otherwise) are located in WIND ZONE III: FLORIDA - Broward, Charlotte, Collier, Dade, Franklin, Gulf, Hendry, Lee, Martin, Manatee, Monroe, Palm Beach, Pinellas and Sarasota. LOUISIANA - Jefferson, La Fourche, Orleans, Plaquemines, St. Bernard, St. Charles, St. Mary and Terrebonne NORTH CAROLINA - Carteret, Hyde and Dare. The following states and territories are within WIND ZONE III: State of HAWAII ALASKA - coastal regions between the 90 mph isotach on ASCE 7- 88 wind map and the coast. U.S. TERRITORIES - American Samoa, Northern Mariana Islands, Trust Territory of Pacific Islands, Guam, Puerto Rico and U.S. Virgin Islands. SITE PREPARATION (Continued) SITE PREPARATION The importance of site preparation for a problem -free installation cannot be overstated. All vegetation must be removed from under the home site. The site must be prop- erly graded and sloped to provide for storm drainage runoff. In particular, the area under the home must be graded to prevent water accumulation. Skyline Corp. recommends the home site slope 10 feet in all directions away from the home. If the home is sited on sloping terrain or a hillside, the soil must be graded on all sides to channel storm runoff around the home and not under it. If the home is set in a pit, it is extremely important to provide water drainage from under and around the home. WARNING: THE AREA UNDER AND AROUND THE HOME MUST BE SLOPED TO PREVENT WATER ACCU- MULATION. EXCESSIVE MOISTURE UNDERTHE HOME CAN CAUSE UNNECESSARY DETERIORATION, AND CAUSE CONDENSATION PROBLEMS, WHICH COULD AFFECT THE HOME'S WARRANTY. IT COULD ALSO AFFECTTHE STABILITY OFTHE FOOTINGS AND PIERS WHICH SUPPORT THE HOME. If the home is to be perimeter skirted or "pit -set," ventila- tion of the under -floor area is required to minimize the effect of moisture under the home. Ventilation openings must be provided in the under -floor enclosure or skirting on at least three (3) sides (preferable on all sides) with a net area of at least one square foot per 150 square feet of floor area. The required ventilators are to be approximately equally spaced around the perimeter of the home with a ventilation opening within three (3) feet of each outside corner. Proper support of the manufactured home must allow for soil conditions in the immediate area. Pier footings must be placed on firm undisturbed soil (not loose fill) or soil which has been compacted to at least 90 percent of its maximum relative density. Support piers may also be placed directly on concrete slabs designed for manufactured home place- ment as found in manufactured home communities. After completion of grading and filling (if necessary), the bearing capacity of the soil at the depth of the footings should be determined. A pocket penetrometer (available from engineering supply houses) or other method accept- able to local jurisdictions may be used. If the soil cannot be tested but can be identified, use the foundation bearing pressures shown in Figure 3-1 as a guide. If the soil cannot be identified, use the lowest value, 1,000 PSF. Under unusual conditions, or if the soil appears to be peat or uncompacted soil, consult a local geologist or professional engineer for aid. CAUTION EXCESSIVE WATER IN THE SOIL UNDER THE HOME WILL CAUSE UNNECESSARY DETERIORATION OF THE HOME AND AFFECT THE COMFORT LEVEL IN THE HOME. CONTINUOUS STANDING WATER UNDER THE HOME CAN CAUSE CONDENSATION PROBLEMS AND AFFECT THE HOME'S WARRANTY. PREVENTION OF WATER BENEATH THE HOME SINGLE SECTIONAL DQ CROWN AND DON'T GRADE GRADE SITE TO SITE SO THAT SLOPE AWAY WATER COLLECTS FROM HOME glaa BENEATH THE HOME DOUBLE SECTIONAL DO CROWN AND GRADE SITE TO SLOPE AWAY FROM HOME d6uulh DON'T GRADE SITE SO THAT WATER COLLECTS BENEATH THE HOME TRIPLE SECTIONAL DO DON'T GRADE CROWN AND SITE SO GRADE SITE THAT WATER TO SLOPE COLLECTS AWAY FROM BENEATH HOME THE HOME 4 SITE PREPARATION (Continued) GROUND BARRIER There is a strong tendency for ground moisture to be drawn into the home, greatly complicating efforts to control humidity and condensation. A ground moisture -vapor retarder of 6 mil. rated polyethylene plastic, vinyl or similar material laid on the ground surface under the home is recommended to assist in controlling the humidity in the home. General Description of Soils Allowable Pressure Soil Type (Pounds Per Square Foot) Based on the Unified Classification System No allowances made for overburden pressure, embedment, depth, water table height, or settlement problems. Rock or Hard Pan 4,000 and up Sandy Gravel and Gravel 2,000 Sand, Silty Sand, Clayey Sand 1,500 Silty Gravel, or Clayey Gravel Clay, Sandy Clay, 1,000 Silty Clay, or Clayey Silt Uncommitted Fill Special Analysis is Required Peat or Organic Clays Special Analysis is Required NOTE: To be used only when none of the following is available: a. Soils investigation and analysis of the site. b. Compliance with the local building code. c. Competent opinion by a local engineer or building official. d. If the soil bearing capacity is less than 1,000 PSF, consult a professional engineer for foundation system requirements. Fig. 3-1 5 CHAPTER 4 FOUNDATION AND SUPPORT REQUIREMENTS NOTE: This chapter covers only foundations. Page 8 sum- marizes the usual types. Set-up procedures and methods for securing the home to its foundation are discussed in Chapter 5. A home that is certified for a higher roof load zone than the area that it is installed, may be set on a foundation system that is designed for the roof load zone for that area of the country. For example, a home that is certified to withstand a 30 PSF roof load is installed in a 20 PSF roof load zone area. The sup- port under the home need only be designed for the 20 PSF roof load, in accordance with the requirements set forth in this manual. PIERS Importance, Incorrect size, location or spacing of piers may cause serious structural damage to the home. It is important to install piers around the perimeter if required for the home. Failure to do so may lead to sagging floors, walls and roofs. Acceptable Types. Piers may be concrete blocks or pres- sure treated wood, capped and shimmed with wedges, or adjustable manufactured metal or concrete devices (see Figure 4-2). Manufactured piers should be listed and labeled for the required load capacity. DESIGN REQUIREMENTS Load -Bearing Capacity. The load that each pier must carry depends on factors such as the dimensions of the home, the roof live load, the spacing of the piers, and the way they are used to support the home. Center beam/marriage wall blocking is required for multisection homes. See tables 1 and 2 for pier capacities. Manufactured piers must be rated to at least these capacities, and locally con- structed piers must be designed to transmit these loads safely. Configuration. Figure 4-2 shows the recommended arrange- ment of concrete piers constructed on-site. Concrete blocks should have nominal dimensions of at least 8" x 16". They must be stacked with their hollow cells aligned vertically. When piers are constructed of blocks stacked side-by-side, every layer should be at right angles to the previous one (See Figure 4-2). Cap hollow block piers as shown in Figure 4-2 to distrib- ute the structural load evenly across them. Caps may be of solid masonry or hard wood, and of the same length and width as the piers they rest upon. Avoid plywood, as it may lead to unwanted settling or movement. Use 4!'x 6" hardwood shims (wedges) to level the home and fill any gaps between the base of the I-beam and the top of the pier cap. Always use shims in pairs (See Figure 4 - 6 2). Drive them in tightly so they do not occupy more than 1" of vertical space. When the space to be shimmed is less than the minimum thickness of available caps or concrete blocks, dimension lumber may be used under the caps. Select manufactured pier heights so that their adjustable risers do not extend more than recommended by the man- ufacturer when finally positioned. All piers must rest on footings that either extend below the frost line or are otherwise protected from frost effects, and are placed on either undisturbed soil or compacted fill. DESIGN PROCEDURES Piers Less Than 36" High. Construct piers less than 36" high out of single, open or closed -cell concrete blocks, 8" x 8" x 16". Install them so that the long side is at right angles to the supported I-beam (See Figure 4-2). Position open cells vertically upon the footers. (See Figure 4-1). Horizontal offsets should not exceed 1/2" top to bottom. Mortar is not normally required. Manufactured piers should be listed and labeled. Do not extend their adjusting studs beyond the limits specified by the manufacturer. Piers 36" to 80" High. Construct all piers between 36" and 80" high, and all corner piers over three (3) blocks high, out of double, interlocked concrete blocks (See Figure 4-2). Mortar will not normally be required. Piers Over 80" High. Where permitted by local codes, lay them in concrete mortar with steel reinforcing bars inserted in the block cells and fill the cells with concrete. Where such construction is not permitted by local codes, have piers over 80" high designed by a registered professional or structural engineer. Location and Spacing. The location and spacing of piers depend upon the dimensions and weight of the home, the roof load zone, size, and type of construction of the footings. Other factors such as the location of doors or other openings and heavy pieces of furniture are also important. In general locate piers no more than 2' from either end, and not over 10' o.c. Single -Section Homes. Figure 5-2 shows the recommended locations and spacing of piers for single -section homes. Multi -Section Homes. Figure 5-3 shows the recommended location and spacing of piers for multi -section homes. Under Doors and Heavy Furniture. Place additional piers on both sides of exterior doors, side-wall openings wider than 4' (such as sliding glass doors), at Pavilion dormers, under porch posts, wood stoves, and under the expected locations of heavy pieces of furniture such as pianos, organs, waterbeds, etc. FOUNDATION AND SUPPORT REQUIREMENTS (Continued) DESIGN PROCEDURES (Continued) Footings. Support every pier with a properly designed foot- ing, as follows. ACCEPTABLE TYPES OF FOOTINGS. Concrete. Footings may consist of precast or poured -in- place concrete, pads, slabs, or ribbons with a 28 -day com- pressive strength at 3,000 psi. Pressure -Treated Permanent Wood. Two layers of 2" thick pressure -treated wood planks, with the long dimension of the second layer placed perpendicular to that of the first, fastened and with cut edges painted or retreated, may also be used. Other Materials. You may also use other materials approved for this use by local authorities if they provide equal load- bearing capacity and resistance to decay. PLACEMENT IN FREEZING CLIMATES. Conventional Footings. For frost -susceptible soils, to pre- clude the harmful effects of ground frost heave, footings should usually be placed below the frost line. Consult local authorities to determine frost penetration. In the absence of a local code, use the frost penetration map as a guide. Floating Slab System. When properly engineered by a reg- istered professional engineer, compatible with the anchorage requirements of Chapter 5, and acceptable to the local author- ity having jurisdiction, a "floating slab system" may be used above the frost line. Insulated Foundations. Footings may also be placed above the frost line when the home is provided with a perimeter foundation or skirting having insulation properties sufficient to prevent freezing of the soil under or adjacent to every load-bearing component of the foundation and accept- able for this purpose by the local authority having jurisdic- tion. Useful design guidelines may be found in references at the end of this chapter. Insulation systems should be compatible with the requirement to cross ventilate the entire space under the home. Proper Sizing of Footings. Proper sizing of footings depends upon the load -carrying capacity of both the piers and the soil. See Table 4 for, recommended footing sizes. See Table 413 for minimum required concrete footing thick- ness. Footing size in no case shall be less than 144 sq. in. or smaller than the pier it supports. Permanent Foundations. Check local building codes and regulations and consult a registered professional or struc- tural engineer when you are setting your home on a per- manent foundation (such as a full basement, crawl space or load-bearing perimeter foundation). A permanent foundation design, which meets most local codes, may be available from Skyline Corporation. Please contact the Skyline division which manufactured the home or Skyline's National Director of Consumer Relations. 7 Flood -Prone Areas. Skyline Corporation does not recom- mend locating homes in river or coastal flood -prone areas. Special elevation and anchoring techniques are required when locating in a flood -prone area. Consult a registered professional or structural engineer to make sure that the home design and construction conform to applicable federal, state and local codes and regulations. The FEMA publication listed below contains design and construction recommen- dations. Severe Wind Areas. Special foundation and anchoring techniques are required when locating in a severe wind area is unavoidable. Consult a registered professional or structural engineer. The HUD foundations design guide referenced herein contains recommendations for designing foundations and anchoring systems. Do not place your home in a wind zone more severe than the one indicated on the data plate located by your home's main electrical panel. Special Snow Load Conditions. Homes designed for and located in heavy snowfall areas or subject to other extreme loading conditions may require special piers or footings. See tables and/or special manufacturer's instructions provided with your home. IMPORTANT REFERENCE DOCUMENTS • Foundation plans available from manufacturer. • ANSI/NCSBCS A225.1-1987, "Manufactured Home Instal- lations," NCSBCS, 505 Huntmar Park Drive, Herndon, VA 22070, (703) 437-0100. • ASCE 7-88, "Minimum Design Loads for Buildings and other Structures," ASCE, 345 East 47th Street, New York, NY 10017-2398. • FEMA 85, "Manufactured Home Installation in Flood Hazard Areas," FEMA, Washington, DC 20472, (202) 646-2708, September, 1985. • HUD Handbook 4930.3 (1989), "Permanent Foundations Guide for Manufactured Housing," HUD, 415 7th Street, S.W., Washington, DC 20410. • "All Weather Wood Foundation Systems Manual," National Forest Products Association, 1619 Massachu- setts Ave., N.W., Washington, DC 20036, June, 1976. • "Design Guide for Frost -Protected Shallow Foundations," Prepared for U.S. Dept. of Housing and Urban Develop- ment by: NAHB, Upper Marlboro, MD, June, 1994, Instrument No. DU100K000005897. • "Building Foundation Design Guidebook;' Document No. DE 88013350, National Technical Information Service, 5285 Port Royal Road, Springfield, VA 22161. FOUNDATION AND SUPPORT REQUIREMENTS (Continued) MANUFACTURED HOME INSTALLATIONS SINGLE OR MULTI -SECTION HOMES TYPES OF FOUNDATION SYSTEM - MAIN COMPONENTS(*) 1. Piers -Ground Anchors. Home rests on piers of concrete block, formed -in-place concrete, permanent wood or steel pedestals on permanent wood, crushed stone or concrete footers. Ground anchors in soil angled to resist straps or embedded in concrete deadmen in soil. Straps tied to the frame, with or without over -the -top straps. 2. Concrete Slab or Continuous Footing. Home rests on a concrete slab or ribbons of concrete. Straps tied between frame and perimeter footers or concrete slab. Skyline Corp. recommends installing earth anchors prior to pouring concrete slab. Concrete slab should be sloped to prevent water accumulation under home. 3. Pile/Post System. Home rests on piles/posts placed sufficiently deep in the ground to resist all wind, snow, frost heave and earthquake forces. Straps fasten home to the piles/posts or caps placed thereon. 4. Concrete or Concrete Block Load -Bearing Perimeter Walls (Basement or Crawl Space). Home rests on exterior load-bearing walls which sit on concrete footings' weight to resist all external forces. The floor connec- tion to foundation resists external forces. *For Skyline multi -section homes, the mating walls are supported by piers or support walls with straps and ground anchors, providing resistance to downward and uplift forces. TYPICAL FOOTING PADS FIG. 4-1 I a / \?4• SINGLE PAD FOOTING a �Y g. DOUBLE PAD FOOTING SINGLE PAD FOOTING `I <^ �� I DOUBLE PAD FOOTING TRIPLE PAD FOOTING Y T I DOUBLE PAD FOOTING `I TWO DOUBLE PAD FOOTING l I LOAD OISTRIBURNG PAD FOR SUPPORT \ Y' '.J �� I ,y TRIPLE PAD FOOTING LOAD DISTRIBUTING PAD FOR SUPPORT' (241x24"x4') TWO DOUBLE PAD FOOTING _ QUAD PAD FOOTING 161'x16" x 4" CONCRETE PAD FOOTINGS 8" x 16" x 4" CONCRETE PAD FOOTINGS 2" x 12" x 24" WOOD PAD FOOTINGS 8 FOUNDATION AND SUPPORT REQUIREMENTS (Continued) TYPICAL PIER CONSTRUCTION I -Beam frame Gap between top of pier and main frame may be hardwood plate (not exceeding 2" in thickness) and shims (not exceeding 1" in thickness). Shims shall be at least 4" wide and 6" long, fitted and driven tight between wood plate or pier and main frame. 2" or 4" solid concrete block may fill remainder of gap. Cap — Wood or concrete, 21'x8"x16" installed with 16" dimension perpendicular to the I-beam frame. Single open or closed cell concrete blocks 8"x8"x16" (open cells placed vertically upon footer) installed with 16" dimension perpendicular to the I-beam frame. Footing - Solid concrete or other product approved for the purpose. Size according to Table 4. Ground Level Footing below frost line when subject to frost heaving. SINGLE BLOCK PIER - 8000 LBS. MAXIMUM CAPACITY. PIER CAPACITY MUST BE EQUAL TO OR MORE THAN REQUIRED FOOTER CAPACITY. Cap - Solid concrete block or equivalent. Double Interlocked Blocks. Max. Height is 80". icrete grouting Steel reinforcing bars )r piers exceeding 80 inches in sight the concrete blocks should filled with concrete grouting d steel reinforcing rods should used. DOUBLE BLOCK PIER -14000 LBS. MAXIMUM CAPACITY. PIER CAPACITY MUST BE EQUAL TO OR MORE THAN REQUIRED FOOTER CAPACITY. Footings placed on firm undisturbed soil or in controlled fill free of grass and organic materials compacted to a minimum load bearing capacity of 1000 PSF. 3e 710 20 a l2 22 6 w 34 �a S4 ° 13 12� 2i 1° 14, 30 °O• X21 ° 12 � s ,° 30 ° 20 N 1 3 20 2` 21 17 •s `3 ) 13° j se, 1° • Frost Penetration Map AVERAGE DEPTH OF FROST PENETRATION — IN INCHES SOURCE: U.S. Dept. of Commerce Weather Bureau FIG. 4-2 0 FOUNDATION AND SUPPORT REQUIREMENTS (Continued) SUPPORT REQUIREMENTS The design loads and minimum footing sizes used in the selection of the support structure are set forth in Table 4. The loads and footing sizes are the minimum values to be used for the support structure and are based on the indi- cated roof live load and a floor live load of 40 PSF. The support requirements for homes designed for 60 PSF and higher roof load (and those specifically indicated middle and north zone homes) are found in the supplement accompanying this manual entitled "Manufactured Home Installation for Perimeter Blocking" All load bearing supports and footings may be subject to Contact the Skyline division that built the home for more approval by the local Enforcement Agency. information concerning perimeter blocking. TABLE 1 PIER -LOADING UNDER MAIN I -BEAMS SINGLE -WIDE HOMES NOTES 1. See Table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. The footing sizes and pier loads are minimums required for the applicable conditions. The footing shall not be smaller than the pier it supports of 144 square inches. 2. The maximum spacing of supports is not to exceed .10 feet. 3. Where it is impractical to maintain spacing, such as in the axle area, the average of the distance to each adjacent support may be used to determine support requirements. For example: if the distances to the adjacent supports were 6'-0" and 8'-0", the average spacing would be 7'-0". 61-011 81-0" CERT I< >I< >I # 09703 '•oQ s A, OF Pier A Pier B Pier C x-90 �•,'fJ'/ 0 fV 11 The average spacing for pier B would be (6 + 8) / 2 = 7 ft., therefore, �111111110, pier B would be designed for 7 ft. pier spacing. 4. The last line in the above Table is the weight per foot each main I-beam is carrying. Multiply this number by the span a pier is carrying to determine the required capacity of that pier. 10 12' WIDE HOMES 14' WIDE HOMES 16' WIDE HOMES Pier Spacing Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Under (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) Main 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF I -Beams Roof Roof Roof Roof Roof Roof Roof Roof Roof (Ft.) Zone Zone Zone Zone Zone Zone Zone Zone Zone 4 2130 2420 2560 2410 2740 2940 2700 3060 3320 5 2660 3020 3190 3020 3420 3670 3370 3830 4150 6 3190 3620 3830 3620 4110 4410 4050 4590 4980 7 3720 4230 4470 4220 4790 5140 4720 5360 5810 8 4250 4830 5110 4820 5480 5880 5400 6120 6640 g 4780 5440 5750 5430 6160 6610 6070 6890 7470 10 5320 6040 6380 6030 6850 7340 6750 7650 8300 wt. Per Foot 532 604 638 603 685 734 675 765 830 See Note 4 NOTES 1. See Table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. The footing sizes and pier loads are minimums required for the applicable conditions. The footing shall not be smaller than the pier it supports of 144 square inches. 2. The maximum spacing of supports is not to exceed .10 feet. 3. Where it is impractical to maintain spacing, such as in the axle area, the average of the distance to each adjacent support may be used to determine support requirements. For example: if the distances to the adjacent supports were 6'-0" and 8'-0", the average spacing would be 7'-0". 61-011 81-0" CERT I< >I< >I # 09703 '•oQ s A, OF Pier A Pier B Pier C x-90 �•,'fJ'/ 0 fV 11 The average spacing for pier B would be (6 + 8) / 2 = 7 ft., therefore, �111111110, pier B would be designed for 7 ft. pier spacing. 4. The last line in the above Table is the weight per foot each main I-beam is carrying. Multiply this number by the span a pier is carrying to determine the required capacity of that pier. 10 FOUNDATION AND SUPPORT REQUIREMENTS (Continued) TABLE 2 PIER LOADING UNDER MAIN I -BEAMS DOUBLE -WIDE HOMES NOTES 1. See Table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. The footing sizes and pier loads are minimums required for the applicable conditions. The footing shall not be smaller than the pier it supports or 144 square inches. 2. The maximum spacing of supports is not to exceed 10 feet. 3. Where it is impractical to maintain spacing, such as in the axle area, the average of the distance to each adjacent support may be used to determine support requirements. For example: if the distances to the adjacent supports were 6'-0" and 8'-0", the average spacing would be 7'-0". 4 5 6'-0" 8'-0" I< >I< >I Pier A Pier B Pier C The average spacing for pier B would be (6 + 8) / 2 = 7 ft., therefore, •r•zi •9 i pier B would be designed for 7 ft. pier spacing. Concentrated loads at marriage line (see Table 3). The last line in the above Table is the weight per foot each main I-beam is carrying. Multiply this number by the span a pier is carrying to determine the required capacity of that pier. 11 20' WIDE HOMES 24' WIDE HOMES 26'& 28' WIDE HOMES 32' WIDE HOMES Pier Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Spacing (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) Under Main 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF I -Beams Roof Roof Roof Roof Roof Roof Roof Roof Roof Roof Roof Roof (Ft.) Zone Zone Zone Zone Zone Zone Zone Zone Zone Zone Zone Zone 4 1810 2060 2170 2100 2390 2560 2360 2630 2940 2680 3000 3320 5 2270 2580 2710 2630 2980 3190 2950 3350 3670 3350 3750 4150 6 2720 3100 3260 3150 3580 3830 3540 4020 4410 4020 4500 4980 7 3170 3610 3800 3680 4180 4470 4130 4690 5140 4690 5250 5810 8 3630 4130 4340 4200 4770 5110 4720 5360 5880 5360 6000 6640 9 4080 4640 4880 1 4730 1 5370 1 5750 1 5310 1 6030 1 6610 1 6030 1 6750 1 7470 10 4540 5160 5420 5250 5970 6380 5900 6700 7340 6700 7500 8300 Wt. Per Foot 454 516 542 525 597 638 590 670 734 670 750 830 See Note 5 1 1 NOTES 1. See Table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. The footing sizes and pier loads are minimums required for the applicable conditions. The footing shall not be smaller than the pier it supports or 144 square inches. 2. The maximum spacing of supports is not to exceed 10 feet. 3. Where it is impractical to maintain spacing, such as in the axle area, the average of the distance to each adjacent support may be used to determine support requirements. For example: if the distances to the adjacent supports were 6'-0" and 8'-0", the average spacing would be 7'-0". 4 5 6'-0" 8'-0" I< >I< >I Pier A Pier B Pier C The average spacing for pier B would be (6 + 8) / 2 = 7 ft., therefore, •r•zi •9 i pier B would be designed for 7 ft. pier spacing. Concentrated loads at marriage line (see Table 3). The last line in the above Table is the weight per foot each main I-beam is carrying. Multiply this number by the span a pier is carrying to determine the required capacity of that pier. 11 FOUNDATION AND SUPPORT REQUIREMENTS (Continued) TABLE 3 PIER LOADING UNDER CENTERLINE BEAM DOUBLE -WIDE HOMES NOTES: 1) Where a column is located between two openings, sum the loads for each opening to obtain the required pier load. 2) See table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. 3) The concentrated load consist of roof load only. 4) Pier locations at the marriage wall are marked with paint or metal indicator straps. 5) Piers used side by side to obtain the required load are permissible. PIER LOADING AND INSTALLATION UNDER SIDEWALL DOORS AND WINDOWS Typical door or window opening - Width varies - see table below. Floor joists 1 4x4 block, 4" 1 nger than joist spacing. Installed such that it spans joists on Pier installed when either side of door joist is not under jamb. door jamb. Pier \ r h Unit sidewall See note 6. / A 4 Pier installed when joist is under door jamb. TABLE 3A SECTION 'A -A' joists 20' WIDE HOMES 24' WIDE HOMES 26'& 28' WIDE HOMES 78.5" 32' WIDE HOMES Span Between Columns (FT.) See note Pier load (LBS) 20 PSF Roof Zone Pier load (LBS) 30 PSF Roof Zone Pier load (LBS) 40 PSF Roof Zone Pier load (LBS) 20 PSF Roof Zone Pier load (LBS) 30 PSF Roof Zone Pier load Pier load (LBS) (LBS) 40 PSF 20 PSF Roof Roof Zone Zone Pier load (LBS) 30 PSF Roof Zone Pier load (LBS) 40 PSF Roof Zone Pier load Pier load Pier load (LBS) (LBS) (LBS) 20 PSF 30 PSF 40 PSF -Roof Roof Roof Zone Zone Zone 6 900 1 1200 1500 1080 1440 1800 1260 1680 2100 1350 1800 2250 10 1500 2000 2500 1800 2400 3000 2100 2800 3500 2250 3000 3750 12 1800 2400 3000 2160 2880 3600 2520 3360 4200 2700 3600 4500 14 2100 2800 3500 2520 3360 4320 2940 3920 4900 3150 4200 5250 16 2400 3200 4000 2880 3840 4800 3360 4480 5600 3600 4800 6000 18 2700 3600 4500 3240 4320 5400 3780 5040 6300 4050 5400 6750 20 3000 1 4000 5000 3600 4800 6000 4200 5600 7000 4500 6000 7500 1 24 3600 1 4800 6000 4320 5760 7200 5040 6720 8400 5400 7200 9000 NOTES: 1) Where a column is located between two openings, sum the loads for each opening to obtain the required pier load. 2) See table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. 3) The concentrated load consist of roof load only. 4) Pier locations at the marriage wall are marked with paint or metal indicator straps. 5) Piers used side by side to obtain the required load are permissible. PIER LOADING AND INSTALLATION UNDER SIDEWALL DOORS AND WINDOWS Typical door or window opening - Width varies - see table below. Floor joists 1 4x4 block, 4" 1 nger than joist spacing. Installed such that it spans joists on Pier installed when either side of door joist is not under jamb. door jamb. Pier \ r h Unit sidewall See note 6. / A 4 Pier installed when joist is under door jamb. TABLE 3A SECTION 'A -A' joists NOTES: 1) Piers are required at all entry doors and window openings greater than four feet. 2) Piers are also required at bay windows where the sidewall opening is greater than four feet. 3) Piers are not required at door and window openings located along endwalls. 4) Piers are not required at some door and window locations if the floor has been reinforced at the factory. Contact the division that built your home to determine if this is applicable to your home. 5) See table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. 6) Maximum pier setback is 6". If pier load (from table 3A) is 1240 lbs. or less, and nominal unit width is 12', 14', 20', 24', 26' or 28', then setback may be 10" max. If pier load (from table 3A) is 1930 lbs. or less, and nominal unit width is 16', 18' or 32', then setback may be 10" max. 7) For piers between multiple openings, sum the loads for each opening to obtain the required load. 12 48" OPENING 78.5" MAX. OPENING 108" MAX. OPENING 121" MAX. OPENING Nominal Unit Width FT. Pier load (LBS) 20 PSF Roof Zone Pier load (LBS) 30 PSF Roof Zone Pier load Pier load (LBS) (LBS) 40 PSF 20 PSF Roof Roof Zone Zone Pier load (LBS) 30 PSF Roof Zone Pier load Pier load (LBS) (LBS) 40 PSF 20 PSF Roof Roof Zone Zone Pier load (LBS) 30 PSF Roof Zone Pier load Pier load (LBS) (LBS) 40 PSF 20 PSF Roof Roof Zone Zone Pier load (LBS) 30 PSF Roof Zone Pier load (LBS) 40 PSF Roof Zone 12 500 640 790 810 1050 1280 1110 1440 1760 1250 1610 1980 14 550 710 870 890 1160 1430 1230 1600 1960 1370 1780 2200 16 600 780 960 980 1270 1570 1340 1750 2260 1500 1960 2420 18 650 840 1040 1050 1380 1700 1450 1890 2340 1620 2120 2620 20 440 570 690 720 920 1130 990 1270 1 1550 1100 1420 1730 24 500 640 790 810 1050 1280 1110 1440 1760 1250 1610 1980 26 520 680 830 860 1110 1360 1180 1520 1870 1320 1710 2100 28 540 700 860 880 1140 1400 1210 1570 1930 1350 1750 2160 32 590 760 940 950 1240 1530 1310 1710 2110 1470 1910 2360 NOTES: 1) Piers are required at all entry doors and window openings greater than four feet. 2) Piers are also required at bay windows where the sidewall opening is greater than four feet. 3) Piers are not required at door and window openings located along endwalls. 4) Piers are not required at some door and window locations if the floor has been reinforced at the factory. Contact the division that built your home to determine if this is applicable to your home. 5) See table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. 6) Maximum pier setback is 6". If pier load (from table 3A) is 1240 lbs. or less, and nominal unit width is 12', 14', 20', 24', 26' or 28', then setback may be 10" max. If pier load (from table 3A) is 1930 lbs. or less, and nominal unit width is 16', 18' or 32', then setback may be 10" max. 7) For piers between multiple openings, sum the loads for each opening to obtain the required load. 12 FOUNDATION AND SUPPORT REQUIREMENTS (Continued) PAVILION DORMER BLOCKING Notes: 1) All units that have a Pavilion dormer require additional perimeter blocking. 2) Install piers under door/window openings and at each end of Pavilion wall. Install piers 4'-0" o.c. max between end of pavillion wall and door/window opening. 3) See table 3A for required pier capacities under windows or doors. 4) Piers located at each end of wall and spaced 4'-0" o.c. shall support 1300 lbs. min. 5) For roof loads in excess of 40 PSF, install piers per the "Manufactured Home Installation for Perimeter Blocking" supplement. TABLE 4 FOOTING SIZES TABLE 4A COMMON FOOTING SIZES AND CAPACITIES FOOTING FOOTING CAPACITY AT VARIOUS ALLOWABLE FOOTING SIZES IN x IN OR EQUAL AREAS SQ. IN. 1000 PSF 1500 PSF REQUIRED 3000 PSF 4000 PSF 6000 PSF ALLOWABLE SOIL BEARING VALUE 1780 2665 3555 5335 PIER 1000 PSF 1500 PSF 2000 PSF 3000 PSF 4000 PSF 6000 PSF LOAD REQUIRED TYPICAL REQUIRED TYPICAL REQUIRED TYPICAL REQUIRED TYPICAL REQUIRED TYPICAL REQUIRED TYPICAL CAPACITY AREA SIZES AREA SIZES AREA SIZES AREA SIZES AREA SIZES AREA SIZES (POUNDS) (SQ. IN.) (IMAN.) (SQ. IN.) (IMAN.) (SQ. IN.) (IMAN.) (SQ. IN.) (IMAN.) (SQ. IN.) (IMAN.) (SQ. IN.) (IMAN.) 1500 216 12x20 144 12x20 144 12x20 144 12x20 144 12x20 144 12x20 2000 288 16x20 192 12x20 144 12x20 144 12x20 144 12x20 144 12x20 2500 360 18x20 240 12x20 180 12x20 144 12x20 144 12x20 144 12x20 3000 432 20x22 288 16x20 216 12x20 144 12x20 144 12x20 144 12x20 3500 504 22x24 336 18x20 252 14x20 168 12x20 144 12x20 144 12x20 4000 576 24x24 384 20x20 288 16x20 192 12x20 144 12x20 144 12x20 4500 648 26x26 432 20x22 324 18x20 216 12x20 162 12x20 144 12x20 5000 720 26x28 480 22x22 360 18x20 240 12x20 180 12x20 144 12x20 5500 792 28x30 528 22x24 396 20x20 264 14x20 198 12x20 144 12x20 6000 864 30x30 576 24x24 432 20x22 288 16x20 216 12x20 144 12x20 6500 936 30x32 624 2426 468 22x22 312 16x20 234 12x20 156 12x20 7000 1008 32x32 672 26x26 504 22x24 336 18x20 252 1420 168 12x20 7500 1080 32x34 720 26x28 540 24x24 360 18x20 270 1440 180 12x20 8000 1152 34x34 768 28x28 576 24x24 384 20x20 288 16x20 192 12x20 8500 1224 34x36 816 28x30 612 24x26 408 20x22 306 16x20 204 12x20 9000 1296 36x36 864 30x30 648 26x26 432 20x22 324 18x20 216 1240 9500 1368 36x38 912 30x32 684 26x28 456 22x22 342 18x20 228 12x20 10000 1440 38x38 1 960 30x32 1 720 26x28 1 480 22x22 1 360 18x20 1 240 12x20 TABLE 4A COMMON FOOTING SIZES AND CAPACITIES FOOTING FOOTING CAPACITY AT VARIOUS ALLOWABLE SOIL BEARING VALUES Pounds SIZE 1000 PSF 1500 PSF 2000 PSF 3000 PSF 4000 PSF 6000 PSF 16"X16" 1780 2665 3555 5335 7110 10665 18"X18" 2250 3375 4500 6750 9000 13500 24"X24" 4000 6000 8000 12000 16000 24000 16"X32" 3555 5335 7110 10665 14220 21335 32"X32" 7110 10665 14220 21335 — — 12"Round 785 1180 1570 2355 3140 4712 16" Round 1395 2095 2790 4190 5585 8375 18" Round 1765 2650 3535 5300 7070 10600 24" Round 3140 4710 6280 9425 12565 18850 36"Round 7070 10600 1 14135 1 21205 1 — — 13 o >, (n r LL CUU (0a a C .0 x CM`II c E o m o C:) m o U) r U CO CL E `4 U LL CO c o_ C), cv C:, o m N O T U� u- U fn CL acc x cc E of6 o N C:) CO M TABLE 4B MAXIMUM FOOTING SIZE PER FOOTING THICKNESS PIER Minimum Footing Thickness DESCRIPTION 4" 6" 1 8"1 12" Single Concrete 30"x30" square 40"x40" square --- --- Block 36" round =-- --- --- Double Concrete 38"x38" square 48"x48" square --- --- Block 44" round --- Single or Double 34"x34" square 45"x45" square --- --- Steel Pier 40" round Quad Steel Pier 46"x46" square --- Single Concrete 22"x22" square 30"x30" square 38"x38" square Block 28" round 38" round 48" round --- Double Concrete 30"x30" square 38"x38" square 46"x46" square Block 36" round 46" round --- --- Single or Double 26"x26" square 34"x34" square 42"x42" square Steel Pier 32" round 42" round Quad Steel Pier 38"x38" square 46"x46" square --- --_ 44" round --- Single Concrete 20"x20" square 26"x26" square 32"x32" square 46"x46" square Block 24" round 32" round 40" round --- Double Concrete 28"x28" square 34"x34" square 40"x40" square Block 32" round 40" round 48" round --- Single or Double 24"x24" square 30"x30" square 36"x36" square Steel Pier 28" round 36" round 44" round --- Quad Steel Pier 36"x36" square 42"x42" square 48"x48" square 40" round 48" round --- ___ Single Concrete 16"x16" square 20"x20" square 26"x26" square 34"x34" square Block 20" round 24" round 30" round 42" round Double Concrete 24"x24" square 28"x28" square 34"x34" square 42"x42" square Block 28" round 34" round 40" round --- Single or Double 20"x20" square 24"x24" square 30"x30" square 39"x39" square Steel Pier 24" round 30" round 34" round 46" round Quad SteelPier 32"x32" square 36"x36" square 42"x42" square 48"x48" square 36" round 42" round 48" round --- Notes: 1. Concrete blocks are 8"x16" minimum. 2. Steel piers have 12" square base minimum. 3. Double steel pier may not be used on this footing. 14 CHAPTER 5 SET-UP PROCEDURES WARNING: WHEN SETTING UP THIS HOME, THE FOLLOWING PRECAUTIONS REGARDING JACKING MUST BE FOLLOWED. Moving Home To Location: Make sure the following items 10. Do not go under the home while it is supported on the are completed before placing the home: jacks unless safety timbers capable of supporting the The site is properly prepared. See Chapter 3. home are in place. • All concrete work necessary to setting the home is finished • Utilities are installed or available. • Any trenching, for crossover drain lines or for wheels that will be left in place, is complete. • Items that could be difficult to install after the home is sited (such as anchors and ground moisture retarders) are in their proper locations. CAUTION: THE HOME WEIGHS SEVERAL TONS. USE ADEQUATE TEMPORARY SUPPORT BLOCKING TO SAFEGUARD WORKERS. SKYLINE CORP. RECOM- MENDS WOOD BLOCKING. Positioning Home. When not placing the home on a con- crete slab or poured -in-place footings, mark the corners of the home and lay out footings and support devices close to where they will be used. Then move the home or first sec- tion into position. Leveling and Blocking — Single -Wide Homes. 1. Before doing any jacking, place support piers for the home in the locations under the home as specified in the home installation instructions. 2. Use a minimum of two jacks, each with a rating of at least ten tons. 3. Jack only on the main chassis I-beam. Locate the jack directly under the vertical web of the I-beam. Do not jack on the seam Qoint between flanges) of a twin I-beam. 4. Use a large 3/8 inch thick steel plate, C -channel or other equivalent plate between the main chassis I-beam and the jack head to distribute the load. 5. The jack base and any blocking must be located on firm ground. 6. Do not operate the jacks while you are under the main I -beams of the home. 7. Use jacks only for raising the home. Do not rely on the jacks to support the home. 8. Place 4" x 6" x 48" min. safety timbers between the I -beams and ground in case of jack failure. Timber should be hardwood. 9. Raise the home in small increments and provide addi- tional blocking between the home and the piers and safety piers as the home is raised. 15 FAILURE TO FOLLOW THESE WARNINGS MAY RESULT IN SERIOUS INJURY OR DEATH. Reminders before jacking... 1. Use only jacks in good condition with a minimum rating of 10 tons. 2. Use a minute man C -Channel jacking plate or equivalent between jack and steel I-beam to distribute the concen- trated loads. (See Figure 5-1) 3. Use a firm support under the jack base to prevent tipping or settling of the jack. Skyline recommends a 12" x 12" or larger pad. 4. Always follow the sequence of jacking outlined below to avoid overstressing structural members. T -BEAM 8" LONG WrONHANNEL 0 TON JACK III-III=III-IIt=U1=Ilt-1i JACK SUPPORT - LOCATE FIRM SOIL =1t -III-III-III-III=11 lig-III-III= Itl_I� FIG. 5-1 SETUP PROCEDURES (Continued) The jacking procedure is as follows: 1. After the home is located in its final position, you can preliminarily level it by using the hitch jack but only after adequately wheel blocking the home so it does not roll. 2. Jack up one side of the home by placing one jack just forward of the front spring hanger and the other just behind the rear spring hanger. These two jacks must be operated simultaneously to raise the home. Jack low side of the home first. Install footings and piers; one just forward of the front jack and another just behind the rear jack (taking care not to exceed the correct spacing selected from Table 1 or 2). 3. Next, jack the main I-beam at the front and position a pier within 2'-0" of the end of the I-beam. At the completion of this step, this side of the home should be approximately level. 4. Repeat Steps 2 and 3 for the other side of the home. At the completion of this step, the home should be roughly level from front to rear and from side to side. 5. Place the remaining pier supports under the main I-beam on each side taking care to maintain a maximum distance of no more than the spacing determined from Tables 1 or 2 with piers located with 2'-0" of each end of each I-beam. (See Fig. 5-2) 6. Level the home within reasonable tolerances, using a 6 foot carpenter's level, water level, or similar equipment. The final height adjustment is obtained by jacking the I-beam and placing hardwood shims between the piers and I-beam, or other approved methods such as adjustable piers. THIS LEVELING PROCESS IS IMPORTANT FOR APPEARANCE AND IS ESSENTIAL FOR THE PROPER OPERATION OF DOORS, WIN- DOWS, AND THE DRAINAGE SYSTEM. 7. Place additional supports at each side of sidewall door and window openings over 4'0" wide. (See Table 3A) 8. Within 90 days after initial set-up, the home should be releveled, if necessary, to compensate for any pier set- tlement. Follow the procedure in Item 6 above. NOTE: DURING THE LEVELING OR RELEVELING PROCESS, LOOSEN FRAME TIES AND OVER -THE - ROOF TIES (IF PROVIDED) PRIOR TO JACKING HOME. 16 II -2'-0" q MAXIMUM PIER SPACING AS I' I BEAM I SELECTED FROM / i. :I] TABLE 1 TYPICAL /PIER 10'-0" 1� MAX. `i) — 2'-a' FIG. 5-2 SETUP PROCEDURES (Continued) LEVELING AND BLOCKING, DOUBLE -WIDE HOMES With the exception of the requirement for support under the marriage wall of double -wide units, leveling and blocking procedures are the same as for single -wide units. The site 'must be prepared. as previously described. Special consid- eration must be given to the footings and pier construction required by (1) local soil conditions, (2) depth of frost line 17 and (3) special requirements for local jurisdictions. It may be desirable to construct the footings and piers (to grade height) prior to moving the home to its final location. Pre - construction of the footings and piers to grade may be ac- complished by referring to the pier location diagram, Figure 5-4, making special note of the additional piers required at centerline beam supports. If there are questions regarding pier locations, please contact the division for aid. Piers lo- cated at the centerline, may carry much higher loads than other pier locations. PROPER BLOCKING OF THE CENTERLINE BEAM IS VITAL TO THE PERFORMANCE OF A DOUBLE -WIDE HOME. FIG. 5-4 RIM JOIST AT MARRIAGE LINE Pier at centerline within 1' of front DO NOT HAVE THE CAPACITY and rear wall. This pier required REQUIRED BY TABLE 3 FOR MARRIAGE WALL only if there is a column located at IS 31141 EACH TO BE RESISTED -2 OR MORE PIERS MAY BE USED. the front or rear wall. THE SUM OF PIER CAPACITIES FOR ILLUSTRATIVE PURPOSES (See Table 3) ONLY — ANY APPROVED SYSTEM BE AT LEAST EQUAL TO THE LOADS Ja 'aLF `�-3 � I 2'-l)" Max. I I I r r– STANDARD HURRICANE Varies' 1 � CABLE 8 THIMBLE SYSTEM CD, N PER STRAP SHOWN FOR ILLUSTRATION ' f f Piers required at = I all interior column ~ 11=BEAM I locations, per ZL J 1 r J L J J Table 3. (See detail) MAY BE USED. 1 1/4' CABLE THIMBLE z — 9 I I O CONNECTOR HOLE. z GALVANIZED STEEL STANDARD HURRICANE STRAP CABLE 7/32' DIA (7x7) OR SLOT IN STRAP IS FOR INSTALLATION OF I1 I Max. Pier STANDARD HURRICANE STRAP DESCRIBED ' 1 t spacing as ON PAGE 22. CONNECT TIE -DOWN STRAP ANCHOR. STRAP IS ATTACHED selected DIRECTLY TO UP -LIFT CONNECTOR AS SHOWN I I I from Table 2. BY FIG. 5.12. (SPLICE DEVICE NOT REQUIRED) 1 CJ Lr lyJ LI � ' L L•J Lil J, Dimensions vary. If pre construction of footing is desired, contact the Skyline division who manufactured the unit for app licabla dimensions. ���� •t•�STE '•• ••i mac_ • ,lv���• Centerline Support pier •• IA�• �� location indicator- •• ••• ••� Metal strap or centerline NAL �>♦�• joist marked with paint 91133101- beneath home or paper FIG. 5-3 &-3D 78 tag indicating pier location. 17 and (3) special requirements for local jurisdictions. It may be desirable to construct the footings and piers (to grade height) prior to moving the home to its final location. Pre - construction of the footings and piers to grade may be ac- complished by referring to the pier location diagram, Figure 5-4, making special note of the additional piers required at centerline beam supports. If there are questions regarding pier locations, please contact the division for aid. Piers lo- cated at the centerline, may carry much higher loads than other pier locations. PROPER BLOCKING OF THE CENTERLINE BEAM IS VITAL TO THE PERFORMANCE OF A DOUBLE -WIDE HOME. FIG. 5-4 RIM JOIST AT MARRIAGE LINE TYPICAL MARRIAGE WALL STRAPS FIG. 5-5 WHERE AVAILABLE PIERS DO NOT HAVE THE CAPACITY UPLIFT CONNECTOR CAPACITY REQUIRED BY TABLE 3 FOR MARRIAGE WALL CONCENTRATED LOADS IS 31141 EACH TO BE RESISTED -2 OR MORE PIERS MAY BE USED. FOOTINGS AND PIERS SHOWN THE SUM OF PIER CAPACITIES FOR ILLUSTRATIVE PURPOSES AT EACH SUPPORT POINT SHALL ONLY — ANY APPROVED SYSTEM BE AT LEAST EQUAL TO THE LOADS MAY BE USED. SPECIFIED IN TABLE 3. TYPICAL MARRIAGE WALL STRAPS FIG. 5-5 UPLIFTED CONNECTOR UPLIFT CONNECTOR CAPACITY MARRIAGE WALL CAPACITY 151242/ EACH IS 31141 EACH TO BE RESISTED TX TO BE RESISTED BY By ANCHORING EQUIPMENT. ANCHORING EQUIPMENT STANDARD HURRICANE STRAP CAPACITY IS 3150# CABLE 8 THIMBLE SYSTEM PER STRAP SHOWN FOR ILLUSTRATION ONLY — ANY APPROVED METHODRIM JOIST MAY BE USED. 1/4' CABLE THIMBLE — INSERTED IN 1/4' CABLE CONNECTOR HOLE. CLAMPS GALVANIZED STEEL STANDARD HURRICANE STRAP CABLE 7/32' DIA (7x7) OR SLOT IN STRAP IS FOR INSTALLATION OF IS TO BE CONNECTED 1/4" DIA (7x17) STANDARD HURRICANE STRAP DESCRIBED DIRECTLY TO APPROVED TENSION CABLE PER TIE- ON PAGE 22. CONNECT TIE -DOWN STRAP ANCHOR. STRAP IS ATTACHED DOWN INSTRUCTIONS DIRECTLY TO UP -LIFT CONNECTOR AS SHOWN TO WALL IN FACTORY. BY FIG. 5.12. (SPLICE DEVICE NOT REQUIRED) TYPICAL MARRIAGE WALL STRAPS FIG. 5-5 SETUP PROCEDURES (Continued) INSTALLATION OF "ADJUSTABLE OUTRIGGER" Perimeter joist 5-#12x2" wood screws Typical transverse Thrust Bracket floor joist Pipe Main Unit I -Beam. Must 6" ---------be 10" deep or more. +or_ 1/2" Threaded Rod must be seated in corner of I -Beam web/flange. ADJUSTABLE OUTRIGGER Adjustment nut 3/4" threaded rod INSTALLATION INSTRUCTIONS 1. Locate the floor joist that requires support. 2. Mark I-beam directly under the floor joist to align "Adjustable Outrigger". 3. Adjust nut on threaded rod so it clears the frame flange for easy adjustment. 4. Set threaded rod in the pipe and against the frame. 5. Set thrust bracket on the floor joist and secure it with five #12 x 2" screws. If there is insulation installed between bottom board and floor joist, cut a small slit in the bottom board and insulation. Move the insulation away from the area where the thrust bracket is to be installed. Install bracket and repair bottom board with provided bottom board tape. 6. Adjust proper pressure by tightening the nut, until the perimeter joist is square and level. 7. If the "Adjustable Outrigger" is to be exposed to the weather after installation, or installed in highly corrosive environment, then it shall be painted with an exterior grade paint. NOTES: 1) The "Adjustable Outrigger' is intended as an latemate to perimeter piers at door and window openings. Page 6 of this manual requires perimeter piers at sidewall door and window openings that are 4 feet wide or wider. 2) The "Adjustable Outrigger' is to be installed at the building site at time of setup. It may be factory supplied and shipped loose or purchased separately by the dealer. The thrust bracket is listed by Preferred Construction Inspections (#1055-11). The threaded rod meets ASTM standard A307-1994 and the nut meets ANSI/ASME standard 1318.2.2-1986. All necessary parts for the "Adjustable Outrigger' assembly are included in the package, and are purchased together. 3) The maximum load carrying capacity of the "Adjustable Outrigger' is 1400 lbs. Seepage 12, Table 3A for required pier loads at door and window openings. 4) These Instructions are applicable ONLY to "The Adjustable Outrigger' manufactured by Manufactured Housing Foundations Systems Inc. (A subsidiary of Oliver Technologies, Inc.). 5) The "Adjustable Outrigger' is to be temporarily removed if the home is to be retransported, and then reinstalled after setup. 6) The Adjustable Outrigger' Is not available for use on 18' singlewides, 14' singlewides with 75.5" I -Beam spacing or 16 singlewides with 82.5" or 75.5" I -Beam spacing. 18 SET-UP PROCEDURES (Continued) FIG. 5-6 USE OF WATER LEVEL WATER LINE Tube Kula -.; . MATERIAL TO MAKE LEVEL • Five Gallon Pail with Lid • Plastic Tubing — 100 feet x 3/8" or 1/2" • Cork — 1-1/2" • Male Barbed Fitting — 3/8" x 3/4" • Steel Washer — 7/8" • Nut — 3/4 • Female Barbed Fitting — 3/8" x 1/2" • Male Valve —1/2" • Pipe Sealant • Food Coloring — 8 oz. 1 "HOW TO USE A WATER LEVEL" i PLACE AT ANY POINT AROUND HOME Unroll Tubing: Position level where it is to be used. Take care not to have kinks in it, step on it or lay anything on it. Check for Air Bubbles: To remove any lower valve below bottom of container and open. Close valve when they are out. Container Location: Located so valve can reach all areas of home. Build up container so water line in valve end of tubing is at the predetermined height support devices will be set. Leveling of Support Device: Secure valve above determined height and open. Adjust device as needed. Close valve and move to next support device. NOTE: Level all support devices before lowering home. 19 SET-UP PROCEDURES (Continued) DOUBLE -WIDE INTERCONNECTION The procedure for connecting the homes is as follows. 1. Remove the temporary closure materials (polyethylene and batten strips) and position the halves as close to- gether as possible in the final desired location. Do not remove temporary beam supports until step 7 has been completed. 2. Move the first section of home into its desired position. Block and level it in the same manner as described for a single section home. Skyline Corp. recommends, if possi- ble, the heavy half be blocked and leveled first as it is eas- ier to lift and roll the light half and fit into place. 3. Install sill sealer insulating material (provided) around the ceiling (to the ridge beam at the ceiling panel line), end - walls and floor mating line. Fasten sill sealer with staples or nails. See Figure 5-8A. 4. Slide the two halves together with rolling and jacking equipment. Care must be taken during rolling and jacking operations to avoid overstressing structural members. With the halves together at the floor, align the floors at the ends of the home. It is better to have a minor misalign- ment under the siding where it cannot be seen and will not cause a problem, than a small misalignment that will be observed in the interior of the home. 5. With the home aligned at the floor and supported by its foundation, join the floors using 3/8" x 2-1/2" (4-1/2" Fi lags with double perimeter joist) lag screws 2 to 3 feet on center. The centerline gap at the floor should be a maxi- mum of 3/16" Use the procedures outlined on page 16 to level the home and check supports and footings with ta- bles 2 and 3. 6. To obtain access into the ceiling cavity to bolt or alter- nately lag screw the ridge beam sections together, fold back the underlayment paper and remove the 12" wide sheathing panel(s) at the peak. Note that the shingles may not have been installed on one or both halves, at the 12" wide area at the peak. If one side is shingled, it is intended that the beams be lag screwed together. If nek ther side is shingled, the beam may be lag screwed or bolted together. Bolts to be 3/8" x 4-1/2" at 48" o.c. with 3 additional bolts at 3" o.c. over interior beam supports. Lag screws to be 3/8" x 5" at 24" o.c. with 6 additional lag screws at 3" o.c. over interior beam supports. (If marriage walls and ridge beam halves have been plated with 3/8" sheathing, then the boltsAags must be increased in length by 3/4" to 5-3/4"). Predrill 1/4" pilot holes for the lag screws at 1-1/2" down from the top of the beam and with a max- imum offset from the horizontal of 45 degrees. A gap be- tween beam halves up to 1" is allowable. Gaps larger than 1/2" must be filled with plywood or lumber shims. For 1/2" max gaps, increase fastener length 1/2". For 1" max. gaps increase fastener length 1-1/4". See Fig. 5-7. NOTE: (1) WHEN BEAM SUPPORT CONSISTS OF A COLUMN INSTEAD OF (BEARING WALL USE 3 BOLTS AT 3" O.C. EACH SIDE OF COLUMN (2) BEAM MARKED WITH PAINT AT COLUMN LOCATIONS 2' 48" 46' 48' 48 ROOF RIDGE BEAM ENDWALL HALL BEARING WALL FIG. 5-7 Prior to interconnecting the ridge beam halves, examine the ridge beam ends. Should there be a slight misalign- ment, it can be eliminated by placing a jack under the low side of main beam on one half and use the jack to raise the beam. The alignment can be held by properly bolting or lag screwing the beam halves together. See Fig. 5-8. Place additional pier supports at the centerline at the interior column locations marked on the floor with indica- tor straps or paint (see Figure 5-3 and 5-4 and Table 3). Skyline Corp. provides pier location diagrams for all multi - wide models. These diagrams show the required loca- tions of piers and are very useful in determining pier placement prior to taking receipt of home. Additional piers are required each side of exterior doors and sidewall openings greater than 4' in width. See Table 3A for these 20 30 3- 48' 303" r� 48•, pier load requirements. 9. Toe -nail endwall centerline studs together using 16d nails 10" o.c. 10. If home has double mating walls, then fasten the mating wall columns together with #8x4" screws 16" o.c. See !)-/A. 18X4' WOOD SCREWS® 16' D.C. EITHER FASTENING LOCATION SHOWN IS ACCEPTABLE. IF POST IS CONSTRUCTED FROM 2x4'S OR 2x6'S USE TOE -SCREW LOC (1-1/2" PENETRATION REQUIRED.) MATING LINE `}7(I X I INTERIOR SUPPORT POSTY ,- CONFIGURATIONS (TYR) FIG. 5-7A SETUP PROCEDURES (Continued) DOUBLE -WIDE INTERCONNECTION (continued) NOTE: IT IS IMPORTANT TO HAVE ROOF/CEILING SECTIONS FLUSH AT MATING LINE PRIOR TO FASTENING OF RIDGE BEAM HALVES. IF THEY ARE NOT FLUSH, THEN THE LOW SIDE SHOULD BE RAISED BY JACKING WITH A WOOD POST OR STEEL PIPE WITH A WOOD OR METAL PAD AT THE CEILING. PLACE THE BASE OF THE JACK ACROSS THE FLOOR MATING LINE SO THAT IS RESTS ON BOTH HALVES. JACK AGAINST CEILING ONLY IN AREAS WHERE THERE IS NO MARRIAGE WALL. Pad on ceiling section to be raised. 5 Base over both floors at mating line. FIG. 5-8 0:.1.... L... -- FIG. 5-8A ATTACHMENT OF GYPSUM PANELS AT DOUBLE -WIDE CENTERLINE Some multiple -wide units will have a gypsum panel left off at the .centerline for field attachment. Fasten the factory supplied gypsum wallboard panel(s) at the center of the endwalls after the units have been attached. Fasten the panel(s) to the wall framing as described in figure 5-8B below. :Centerline of Unit. Blocking if required, will I Gypsum Wallboard be factory provided. I / Panels Fasten 5/16" gypsum panels to framing with 3/16"Al" staples or I 4' for field installed Center gypsum panel is field installed. 1" washer head screws 6" o.c. around perimeter & 12" o.c. in Panel. required gypsum panels, fasteners and the field. Fasten 1/2" gypsum w/1-5/8" x 0.099" gypsum nails adhesives are, supplied by the factory. 8" o.c. or 1-1/4" type'W' drywall screws 12" o.c. If gypsum is overlaying 3.6mm lauan, then increase fastener lengths 1/4". Gypsum may be glued to framing (optional) in combination with INTERIOR VIEW mechanical fastening above. Use an approved glue. FIG. 5-86 21 SETUP PROCEDURES (Continued) MANUFACTURED HOME TIE -DOWN INSTRUCTIONS The support system must also resist lifting, sliding, and overturning forces resulting from side winds. A method used is to install ground anchors and tie -down straps in addition to the piers. Tie -downs as described are the minimum nec- essary if the home is to withstand its design loads without dislocation. On multi -section homes, sections must be fas- tened together and level before tie -down straps are installed. WARNING BEFORE GROUND ANCHOR INSTALLATION, DETER- MINE THAT THE ANCHOR LOCATIONS AROUND THE HOME WILL NOT BE CLOSE TO ANY UNDERGROUND ELECTRICAL CABLES, WATER LINES OR SEWER PIPING. FAILURE TO DETERMINE THE LOCATION OF UNDERGROUND ELECTRICAL CABLES MAY RESULT IN SERIOUS INJURY AND EVEN DEATH. NOTE: IN THE FRAME TIE -DOWN SYSTEM, IT IS IMPOR- TANT TO USE MATERIALS OF PROPER DESIGN AND OF ADEQUATE QUALITY. THE MATERIAL SPECIFICA- TIONS CONTAINED HEREIN SHOULD BE CONSIDERED AS MINIMUM REQUIREMENTS. Materials not furnished with the home which will be nec- essary to complete the tie -down system must meet the re- quirements set forth below. Such materials would include: 1. Cable or steel strap with a breaking strength of at least 4,725 pounds e.g. galvanized aircraft cable at least 1/4" diameter orType 1, Finish B, Grade 1 steel strapping 1-1/4" wide and 0.035" thick, conforming with ASTM D3953-91. 2. Galvanized connection devices such as turnbuckles, eyebolts, strap buckles, and cable clamps should be rated at 3,150 working load minimum. 3. Ground anchors — capable of withstanding at least a 4725 pound pull. Anchors must be installed as specified by the anchor manufacturer. Stabilizers or concrete col- lars may be required by anchor manufacturer. THE HOME MUST BE IN ITS FINAL LEVEL POSITION PRIOR TO TYING IT DOWN. The procedure for tying down the manufactured home is as follows: 1. Position and install the ground anchors under exterior walls so that the final strap angle and height (H) will be within the limits shown in tables 5 thru 6C. 2. Connect the straps to the frame and ground anchors (See Figs. 5-9 and 5-10). Straps wrapped around the (- Beam as shown in Fig. 5-9 require protection from pre- mature failure due to sharp corners. Fig. 5-9A illustrates one method to protect against sharp corner damage. Other methods (such as beam clamps — Tie -Down Engineering part no. 59003 or equivalent) approved by the local building authority having jurisdiction may be used. 22 3. Tighten the straps using the tensioning device provided with the ground anchors. Use caution to avoid overten- sioning the straps which might pull the home off the piers. It is recommended that all straps be tightened only enough to remove slack. Then, after all straps are installed and the slack removed, tension the straps. 4. The strap tension should be rechecked at frequent inter- vals until all pier settlement has stopped. CAUTION: DURING THE RELEVELING PROCESS, DO NOT JACK THE HOME AGAINST TIGHT STRAPS. Protect sharp comers with 26Ga. (0.019" min.) x 2" galvanized steel strapping material formed to fit around beam flanges. Sharp comer protection at top and bottom of beam if strap is wrapped around beam. Unit I -Beam FIG. 5-9A SET-UP PROCEDURES (Continued) MANUFACTURED HOME TIE -DOWN INSTRUCTIONS (Continued) OPTIONAL OVER -THE -ROOF STRAP PROCEDURE If over -the -roof straps are provided (optional on all homes) they may be connected to ground anchors as specified in the following procedure in order to achieve additional stability in extreme winds. Note that the frame tie -down procedure on page 22 is still mandatory. STEP 1 STRAP BUCKLE NOT PROVIDED PULL TIGHT DOWN TO ANCHOR 0�qt►�� o e as�so °T. C, w o OF STEP 2 0 Strap to frame tie -down procedure a ',east% \Voc Note: Beam attachment device may be run to top or FIG. 5-9 bottom of I -Beam if device is approved in that manner. Materials not furnished with the home which will be nec- essary to properly connect the over -the -roof straps are: 1. Ground anchors capable of withstanding at least 4,750 pound pull when installed in the soil at the site. 2. Strap end connection devices (See Fig. 5-10). THE HOME MUST BE IN ITS FINAL LEVEL POSITION WITH FRAME TIES INSTALLED BEFORE CONNECTING THE OVER -THE -ROOF STRAPS. The procedure for over -the -roof strap installation is as follows: 1. Position and install the ground anchors so that the strap will be vertical after attachment to the anchor. The anchor may be installed slightly beneath the home to avoid in- terference with skirting (See Fig. 5-11). 2. Insert the minuteman connector yoke through the eye in the anchor and insert slotted bolt through the yoke. 3. Place end of strap through slotted bolt and remove slack by turning bolt. DO NOT TENSION UNTIL BOTH ENDS OF STRAP ARE CONNECTED. 4. Tension and lock minuteman connector in position; con- sult instructions furnished with connectors. 5. Check strap tension (See step 4 under frame tie -down procedure). 6. For double -wide homes see Fig. 5-12 for the splice con- nection at the centerline. I� �- �MIN.ril MINUTEMAN STRAP DEVICE OR OPTIONAL UNDER -SKIN STEEL STRAP EQUIVALENT (FACTORY INSTALLED) r/ M 11111 STRAPS TO BE APPROVED %; INSTALLED ANCHOR :•,'�'y VERTICALLY FIG. 5-10 ANCHOR FIG. 5-11 ANCHOR 1. Insert end of the strap through the slot on the splice device, allowing 15" of strap to extend DOLIBLEWIDE OPTIONAL c through the device. OVER -THE -ROOF STRAPS 2. Make a 180 degree bend in the strap and slide a STEP 1 strap seal over the double thickness of strap, posi- tioning the strap seal as close to the splice device as possible. Compress the strap seal on the strap STRAP SEAL with a pair of vise grip pliers or hammer, or crimp strap seal with an A -B Chance crimping tool. (Make all bends in the strap as sharp as possible by SPLICE DEVICE STEP 2 crimping with vise grip or larger pliers). 3. Bend strap back over the seal and insert back through the slot on the splice device. Flatten bend with vise grip pliers or hammer. 4. Repeat steps 1 through 3 with the mating strap. STEP 3 Draw the completed assembly down to the ridge FSG. 5-12 0 beam by tensioning the strap in the ground anchor. 23 . TABLE 5 STRAP ANGLE TABLE FOR STANDARD HEIGHT PIERS SINGLE-WIDES. WIND ZONE I WIND ZONE I ANCHORS/STRAPS 12' O.C. ANCHORS/STRAPS 14' O.C. MIN STRAP ANGLE 18 DEGREES 22 DEGREES MAX. STRAP ANGLE 47 DEGREES 37 DEGREES DOUBLE-WIDES ANCHORS/STRAPS 12' O.C. ANCHORS/STRAPS 14' O.C. MIN STRAP ANGLE 8 Degrees, 10.5 Degrees for 32' Wides 1 8 Degrees, 12.5 Degrees for 32' Wides MAX. STRAP ANGLE 43 Degrees, 54.5 Degrees for 32' Wides 33 Degrees, 47 Degrees for 32' Wides DOUBLE-WIDES WITH 5/12 ROOF PITCH ANCHORS/STRAPS 8' O.C. NA 11�,. TRAP ANGLE 5.4 Degrees, 3.4 Degrees for 32' Wides - -jL.11Mj WRAP ANGLE 1 42.5 Degrees, 41.5 Decrees for 32' Wides - �_ �% is�p3i'zb��*II�IN./MAX. PIER HEIGHTS FOR STANDARD HEIGHT PIERS �• of :� �s SINGLE-WIDES WIND ZONE I 75.5 82 99.5 75.5 82 99.5 20 ft WIDES ' A .• • ` WIND ZONE I 12 14 12 22 12 25 12 29 - - - - 12 19 12 23 12 27 - = - - 12 14 12 18 12 21 12 43 °o 0, 19i 23; 0 � oo __M in ANCHORS/STRAPS 12' O.C. ANCHORS/STRAPS 14'0.1 12.5 82 92.5 82 92 ZI 12 WIDES 14 ft WIDES 16 ft WIDES1 18 ft WIDES H MINING 36 32 23 14 12 12 48 44 35 16 13 12 60 56 47 - - 12 - - 58 32 ft WIDES 13.5 25 17 34 19 42 - - 34 13 31 15 40 - - 16 12 25 12 33 - - H MAX in H MIN in H MAX in H MIN in H MAX in H MIN in H MAX in DOURLF-WIDFR MAIN I -BEAM SPACING in ANCHORS/STRAPS 12' O.C. ANCHORS/STRAPS 14' O.C. 75.5 82 99.5 75.5 82 99.5 20 ft WIDES H MIN in 12 23 12 36 12 42 12 48 - - - - 12 32 12 39 12 45 - - - - 12 23 12 30 12 35 12 56 12 14 12 22 12 25 12 29 - - - - 12 19 12 23 12 27 - = - - 12 14 12 18 12 21 12 43 H MAX in 24 ft WIDES H MIN in H MAX in 26 ft WIDES H MIN in H MAX in 28 ft WIDES H MIN in H MAX in 32 ft WIDES H MIN in I H MAX in Vul YYYVIcvIVCJ WILI1 O ccwny neiynt miu vvinu cone 1, su&)uecc a nam max. pier neignc ana ;) aegrees rrom max scrap angle. Not appllcaale to wi;e roor moceis. DOUBLE-WIDES WITH 5/12 ROOF PITCH MAIN I -BEAM SPACING in ANCHORS/STRAPS 8' O.C. NA 75.5 82 99.5 75.5 82 99.5 28 ft WIDES H MIN in - - 12 - - 27.5 - - 12 - 35.5 - - - - - - - - - - - - H MAX in 32 ft WIDES H MIN in H MAX (in ) --I See Table 5 & 5A for spacing' ► 5' typ, I -Beam A A Strap Anchor ANCHOR TIE DOWN DETAIL FIG. 5-13 - See Fig. 5-9 1"min Main Frame Strap Angle Anchor rated and installed per 4 24 Anchor manufacturer's instructions SECTION A -A Strap - See page 22 for specs. TABLE SA STRAP ANGLE TABLE FOR HIGHER THAN STANDARD PIERS SINGLE-WIDES WIND ZONE I WIND ZONE I ANCHORS/STRAPS 8' O.C. ANCHORS/STRAPS 6' O.C. MIN STRAP ANGLE 18 DEGREES - MAX. STRAP ANGLE 63 DEGREES - DOUBLE-WIDES ANCHORS/STRAPS 8' O.C. ANCHORS/STRAPS 6' O.C. MIN STRAP ANGLE 1 6 Degrees, 7 Degrees for 32' Wides 4 Degrees, 5.5 Degrees for 32' Wides IMAX. STRAP ANGLE I 63 Decrees. 67 Dearees for 32' Wides 1 70 Decrees. 73 Decrees for 32' Wides bf OF 741f/MAX. PIER HEIGHTS FOR HIGHER THAN STANDARD PIERS NP=;.••• SINGLE-WIDES WIND ZONE MAIN I -BEAM 12 ft WIDES 14 ft WIDES 16 ft WIDES 18 ft WIDES SPACING H MIN in H MAX in H MIN in H MAX in H MIN in H MAX in H MIN in H MAX (inl :HORS/STRAPS 8' O.C. 75.5 82 99.5 12 12 12 66 59 42 14 13 12 72 72 64 18 17 14 72 72 72 - - 18 - - 72 DOUBLE-WIDES MAIN I -BEAM SPACING in ANCHORS/STRAPS 8' O.C. ANCHORS/STRAPS 6' O.C. 75.5 82 99.5 75.5 82 99.5 20 ft WIDES H MIN in 12 42 12 67 12 72 12 72 - - - - 12 60 12 72 12 72 - - - - 12 43 12 55 12 65 12 72 12 60 12 72 12 72 12 72 - - - - 12 72 12 72 12 72 - - - - 12 60 12 72 12 72 12 72 H MAX in 24 ft WIDES H MIN in H MAX in 26 ft WIDES H MIN in H MAX in 28 ft WIDES H MIN in H MAX in 32 ft WIDES H MIN in H MAX in See Table 5 8 5A for spacing 6" typ. I I♦— I-6 A A Strap Anchor ANCHOR TIE DOWN DETAIL FIG. 5-14 25 Buckle - See Fig. 5-9 Strap - See page 22 for specs. t 1" min Main Frame H Strap Angle --- -------- Anchor rated and installed per , Anchor manufacturers instructions TIE -DOWN DETAILS FOR EXTRA TALL PIERS (UP TO 8811) . WIND ZONE I ONLY Straps and anchors to be installed 6'-0" o.c. maximum. H TABLE 5B 99.5" _I TYPICAL SINGLE -WIDE 99.5", except 24' wides may be 99.5", 82" or 75.5" TYPICAL DOUBLE -WIDE I *•���� •�p18T H ,• �yQ Ej0312 i* - ll - TE OF S N• v • G��e'0 ��1 0 Straps and anchors to be installed 12'-0" o.c. maximum. 8'-0" o.c. maximum for units with 5/12 roof pitch. FT Notes: 1) Straps and anchors to be rated for 3150 lbs. of working stress min. 2) See page 22 for strap material specification, connection to I -Beam and all other setup information. 3) See page 9 for required pier construction. 26 NOMINAL UNIT WIDTH Singlewides Doublewides Doublewides with 5112 Roof Pitch 14' 16' 24' 28' 32' 28' 32' Strap Angle, A (degrees) Min. 8 8 9.1 12.1 15.7 10 7.5 Max.. 69.9 63.9 39.9 34.6 32.2 34.6 32.2 Pier Height, H inches Min. 12 12 18 28 40 23 19. Max. 88 88 88 88 88 88 88 Notes: 1) Straps and anchors to be rated for 3150 lbs. of working stress min. 2) See page 22 for strap material specification, connection to I -Beam and all other setup information. 3) See page 9 for required pier construction. 26 STANDARD TIE -DOWN DETAILS SINGLE -WIDE INSTALL STRAP It ANCHORS 6'-6' ® ZONE II 64" ZONE 111 6 4'-0' ® ZONE R a III FOR SHED ROOF SINGLEWIDES SEE TABLE FOR ELEVATION k STRAP ANGLE LIMITATIONS F T I T SEE NOTE j1 Fa I Fa a -- 1-T-'1 I rT-I rT -L -4 I �1-4 i-1_4 STRAP ANGLE ANCHOR TO BE RATED FOR 3684# OF WORKING STRESS, TOTAL FOR BOTH STRAPS. (INSTALLED PER ANCHOR MANUFACTURES INSTRUCTIONS SEE NOTE 3) DOUBLE -WIDE USE 24' WIDE RESULTS FOR 11' HALF OF 22' WIDE DOUBLE WIDES. WIDTH TABLE 6 �eotpnno�s Loo z NNN � O O • � F W J l' Q ` •e ' ATE OFQ F a F a SEE NOTE r� P•• � 1-1-1 �l� Al.�6\°°°° STRAP ANGLE STRAP ANGLE �AAhAAAaNW°°°, \ / 14 SHED ROOF ANCHOR TO BE RATED FOR 3684# OF WORKING STRESS, TOTAL FOR BOTH STRAPS. 36' TO 50' (INSTALLED PER ANCHOR MANUFACTURES INSTRUCTIONS SEE NOTE 3) SINGLE -WIDE INSTALL STRAP It ANCHORS 6'-6' ® ZONE II 64" ZONE 111 6 4'-0' ® ZONE R a III FOR SHED ROOF SINGLEWIDES SEE TABLE FOR ELEVATION k STRAP ANGLE LIMITATIONS F T I T SEE NOTE j1 Fa I Fa a -- 1-T-'1 I rT-I rT -L -4 I �1-4 i-1_4 STRAP ANGLE ANCHOR TO BE RATED FOR 3684# OF WORKING STRESS, TOTAL FOR BOTH STRAPS. (INSTALLED PER ANCHOR MANUFACTURES INSTRUCTIONS SEE NOTE 3) DOUBLE -WIDE USE 24' WIDE RESULTS FOR 11' HALF OF 22' WIDE DOUBLE WIDES. WIDTH x WIND ZONE III MDL & MAX. YIN. 6 MAX. ELEVATION DIAGONAL STRAP ANGLE _z � 14' TO 25' ZNZ O O � F 14' TO 26' W W Hy� 14' y,� 6 VVff � i F a � T'1 25.2' TO 34.6' 41' TO 50' 25.2' TO 34.6' STRAP ANGLE SINGLE -WIDE INSTALL STRAP It ANCHORS 6'-6' ® ZONE II 64" ZONE 111 6 4'-0' ® ZONE R a III FOR SHED ROOF SINGLEWIDES SEE TABLE FOR ELEVATION k STRAP ANGLE LIMITATIONS F T I T SEE NOTE j1 Fa I Fa a -- 1-T-'1 I rT-I rT -L -4 I �1-4 i-1_4 STRAP ANGLE ANCHOR TO BE RATED FOR 3684# OF WORKING STRESS, TOTAL FOR BOTH STRAPS. (INSTALLED PER ANCHOR MANUFACTURES INSTRUCTIONS SEE NOTE 3) DOUBLE -WIDE USE 24' WIDE RESULTS FOR 11' HALF OF 22' WIDE DOUBLE WIDES. WIDTH WIND ZONE II MK 8 MAX. MIN. 6 MAX. ELEVATION DIAGONAL STRAP ANGLE WIND ZONE III MDL & MAX. YIN. 6 MAX. ELEVATION DIAGONAL STRAP ANGLE 12' 14' TO 25' 25' TO 40• 14' TO 26' 25' TO 41' 14' 12' TO 17' 20.5' TO 40' 12' TO 28' 10.5' TO 41' 11' SHED ROOF 25.2' TO 34.6' 41' TO 50' 25.2' TO 34.6' 41' TO 50' 14 SHED ROOF 13.4 TO 38.4 36' TO 50' 23.4 TO 38.4 36' TO 50' 16' 16' TO 36' 20.5' TO 40' 15.5' TO 38' 19.5' TO 41' 18' 20• TO 44' 20.5' TO 40' 19' TO 47' 19.5' TO 41' 20' OR 22' 12' TO 15' 34' TO 40' 12' TO 16' 34• TO 42' 4' 12' TO ' 24.5• TO 40' 12' TO 3.5' 24.5' TO 42' 28' 1 12* TO 3.5' 23' TO 40' 12' TO 25.5' 23' TO 42' 32' 1 12' TO 33' 16.6• TO 39.3' 1 12' TO 36' 16.6' TO 41.8' NOTES : 1.) FOR STRAP MATERIAL SPECIFICATION, CONNECTION TO FRAME I -BEAM k OTHER SETUP INFORMATION, REFER TO SKYLINE INSTALLATION MANUAL 2.) FOR ANCHORING SYSTEMS, THE INSTRUCTIONS SHALL INDICATE : A) THE MINIMUM ANCHOR CAPACITY REOUWD ; 8) ANCHORS SHOULD BE CERTIFIED BY PROFESSIONAL ENGINEER, ARCHITECT, OR A NATIONALLY RECOGNIZED TESTING LABORATORY AS TO THEIR RESISTANCE, BASED ON THE MA)0MUM ANGLE OF DIAGONAL TE AND/OR VERTICAL TIE LOADING AND ANGLE OF ANCHOR INSTALLATION, AND TYPE OF SOIL IN WHICH THE ANCHOR IS TO BE INSTALLED; C) GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST UNE AND BE AT LEAST 12 INCHES ABOVE THE WATER TABLE; D) GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL DEPTH, AND STABUZER PLATES SHOULD BE INSTALLED TO PROVIDE ADDED RESISTANCE TO OVERTURNING OR SUDINC FORCES; E) ANCHORING EOUPIIENT SHOULD BE CERTIFIED BY A PROFESSIONAL ENGINEER OR ARCHITECT TO RESIST THESE SPECIFIED FORCES IN ACCORDANCE 1WTH TESTING PROCEDURES IN ASTM STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS. 3.) ANCHORS RATED 0 3150E OF WORIONG STRESS TOTAL FOR BOTH STRAPS, MAY BE USED IF STRAP k ANCHOR SPACING IS REDUCED TO 5'-8' 0 WAND ZONE II AND 4'-6' 0 WIND ZONE IL STRAPS AND ANCHORS MAY BE INSTALLED 4'-0' O.C. ON SHED ROOF SI WWIDES WITH ANCHORS RATED 0 3150!. 4.) THE A -B CHANCE STRAP SEAL DEVICE DEPICTED BY FIG. 5-11 MAY BE USED AS DIRECTED FOR ATTACHING THE REQUIRED DOUBLEWIDE CENTERLINE STRAPS TO GROUND ANCFIOK 5.) STANDARD TIE -DOWN DETAILS ARE NOT APPLICABLE TO 5/12 ROOF PITCH DOUBLEWIDES 0 WIND ZONE II k 11. SKYLINE CORP. 27 Sidewall straps are factory installed. z Ground anchor (typical). TIE -DOWN DETAILS FOR 5/12 ROOF PITCH DOUBLE WIDES AT WIND ZONE II & III TABLE GA Optional Strap location A2 HI Standard Strap Al NOTES: 1) Straps and anchors to be rated for 3150 lbs. of working stress (min.). 2) Use H1 and Al for standard strap location. Use H2 and A2 for optional strap location. . 3) See page 22 for strap material specification, connection to I -Beam and other setup information. 4) The A -B chance strap seal device depicted by Fig. 5-12 may be used as directed for attaching the required doublewide centerline straps to ground anchors. 28 Straps and Anchors to be spaced 6'-0" o.c. max. a@ Zone II 8 5'-4" o.c. max. Zone III. vuara :�A q.Z3 J WIND ZONE 11 (100 mph) Unit Width H max. H min. Angle max. Angle min. 24' 48" 12" 23.2 degrees 6.12 de rees 26' 48" 12" 20.3 degrees 6.12 degrees 28' 48" 12" 20.3 degrees 5.28 degrees 32' 48" 12" 18.96 degrees 4.91 degrees NOTES: 1) Straps and anchors to be rated for 3150 lbs. of working stress (min.). 2) Use H1 and Al for standard strap location. Use H2 and A2 for optional strap location. . 3) See page 22 for strap material specification, connection to I -Beam and other setup information. 4) The A -B chance strap seal device depicted by Fig. 5-12 may be used as directed for attaching the required doublewide centerline straps to ground anchors. 28 Straps and Anchors to be spaced 6'-0" o.c. max. a@ Zone II 8 5'-4" o.c. max. Zone III. vuara :�A q.Z3 J WIND ZONE III (110 mph) Unit Width H max. H min. Angle max. Angle min. 24' 30" 12" 15.0 degrees 6.12 de rees 26' 30" 12" 13.85 degrees 6.12 degrees 28' 32" 12" 13.85 degrees 5.28 degrees 32' 32" 12" 12.9 degrees 4.91 degrees NOTES: 1) Straps and anchors to be rated for 3150 lbs. of working stress (min.). 2) Use H1 and Al for standard strap location. Use H2 and A2 for optional strap location. . 3) See page 22 for strap material specification, connection to I -Beam and other setup information. 4) The A -B chance strap seal device depicted by Fig. 5-12 may be used as directed for attaching the required doublewide centerline straps to ground anchors. 28 Straps and Anchors to be spaced 6'-0" o.c. max. a@ Zone II 8 5'-4" o.c. max. Zone III. vuara :�A q.Z3 J TIE -DOWN DETAILS FOR UNITS WITH 102" SIDEWALLS TABLE 6B Factory installed siddwall strap. Not required at Wind Zone I. Z' Ground anchor `a %U06 Ground anchor (tYPIca9• Alternate Strap angle (A). ry installed an strap. Dquired at Zone I. Alternate Tledown Strap location. Wind Zone II or III only. H TYPICAL DOUBLEWIDE Standard Tledown Standard Strap ;on Sip angle (A). Alternate Tledown Strap location. Wind Zone II or III only. Alternate Standard Tledown Strap Strap location angle (A). I Standard Strap angle (A). 1=10 STANnARn TIFJ]OWN STRAP LOCATIONS Straps and Anchors to be spaced 12'-0" ox. max. at Wind Zone L 8'-0" o.c. max. on 5/12 root pitch units @ Wind Zone I. 5'4" ox. nIax. at Wind Zone II. 4'-0" o.C. max. at ALTFRNATF TIF-DOMM STRAP LOCATIONS 14' Sln lewides 16' Sin lewides 28' Doublewides , 32' Doublewldes 28' Doublewldes with 5/12 root pitch _ H max. 32" 44.5" 36" 49.5" 25.25" C m H min. 12" 12" 14" 12" 12' 17 0 A max 45.0 degrees 46.0 degrees 50.0 degrees 51.0 dearees 40.0 rees dearess A min 19.0 degrees 18.0 degrees 7.0 dearees 10.0 degrees 6.5 decrees 48" H max. 48" - 28" 37" 25" 35' - MID H min. c 13" 17.5" 12 12" 20.6 degrees Cc pKHnj NA 41.0 degrees 40.5 degrees 41.5 degrees 41.0 degrees 4.8 degrees - N 22.0 reel 22.0 rees 23.0 d rees 16.6 d reel - __ 33" 44" 29" 41" - c m 12" 15.5" 12" 17 45.7 rees 45.5 rees 45.8 rees 45.5 roesNin 20.4 degrees 19.7 d ress 23.0 degrees 16.6 d roes - ALTFRNATF TIF-DOMM STRAP LOCATIONS NOTES' 1) Straps and anchors to be rated for 3150 lbs. of working stress (min.). 2) See page 22 for strap material specification, connection to I -Beam and other setup information. 3) Main I -Beam spacing to be 99.5" min. on all units. 4) Not available on 5/12 roof pitch units at Wind Zone II or III. 29 14' Singliewfdas 18' Sln lewldes 28' Doublewldes 28' Doublewides 32' Doublewides with 5/12 roof pitch - H max. 48" 48" 48" 48" - c H (trdnj 12" 12" 17 12 - A max 20.0 degrees 18.6 degrees 20.6 degrees 19.0 degrees N A min 5.2 dearess 4.8 degrees 1 5.4 dearees 4.9 d revs - __ H max. 48" 48" 48" 48" - c m H min. 12 12" 12" 12" - c A max 20.0 degress 18.6 degrees 20.6 degrees 19.0 degrees NA min 5.2 degrees 4.8 degrees 5.4 decrees 4.8 degrees - NOTES' 1) Straps and anchors to be rated for 3150 lbs. of working stress (min.). 2) See page 22 for strap material specification, connection to I -Beam and other setup information. 3) Main I -Beam spacing to be 99.5" min. on all units. 4) Not available on 5/12 roof pitch units at Wind Zone II or III. 29 TAG UNIT — TYPICAL DOUBLE - WIDE W/TAG GROLW ANCHORS LONOTUONAL TEDOWNS NAL HOFNIZONTAL ANGLE (SEE TABLE) I-BEAMFRONT OR REAR [ROSS WIMER TOP VIEW END OF HONE — LONGITUDINAL REDOMNS � L _ _ J \ FRONT OR i T i cRoss MEMBER MAX SE TICA GlE GROUND AN011lii� SEE r— GROUND LEVEL ANGLES WEGREESI --�------------� -7--------- TYPICAL SINGLE -WIDE ---------- TYPICAL DOUBLE -WIDE --7----------- lz 7 - TYPICAL TRIPLE -WIDE ,oliaSORY09 10,5 T eeee�k4 °�18TF °•° � ..'� cz a r. 4 - i ,np�ni\n 49.$ . /6 MAIN I -BEAN MUDER-TYPE Elf BOLT, NUT i WASHER NOT PROVIDED AI STRAP CABLE -FRAME TIE -DOWN CONNECTION VERTI=NGLE MEASURED FROM STRAP TO LEVEL HORIZONTAL PLANE 0 ANCHOR. SIDE VIEW RLE MH 9321 2 TE -DOWN STRAPS @ FRONT & REAR OF EACH FLOOR. WIND ZONE 9 SEG 4 NOMINAL LMT WIDTH (11"0 LL 48 PAGE 25 SINGLE-WIDES DOUBLE-WIDES DOUBLE-WIDES W/5/12 ROOF PITCH Irl 16� 18 24� 26� 28 32 24� 26`1 28 32 TRIPLE-WIDES TAG LINTS 2 TE -DOWN STRAPS @ FRONT & REAR OF EACH FLOOR. WDID ZONE N NOMINAL LUT WIDTH (I"0 SINGLE-WIDES DOUBLE-WIDES DOUBLE-WIDES W/5/12 ROOF PITCH ANGLES WEGREESI 1 12' I 147 1 16* 1 18' 1 24' 1 26' 1 28' 1 32' 1 24' 1 26' 1 28- 1 32 ITRIPLE-WIDESITAG LNTSI NA 4 TIE -DOWN STRAPS @ FRONT & REAR OF EACH FLOOR. WIND ZONE U NOMINAL UNIT WIDTH 0"0 SINGLE-WIDES DOUBLE-WIDES DOUBLE-WIDES VV/5/12 ROOF PITCH ANGLES WEGREESI 1 12' 1 14' 1 16' 1 18 1 24 1 26 1 28 1 32' 1 24 1 26 1 28 1 32' ITRIPLE-WIDESITAG INT31 4 TIE -DOWN STRAPS @ FRONT & REAR OF EACH FLOOR. WIND ZONE W SINGLE-WIDES ANGLES DOUBLE-WIDES W/5/12 ROOF PITCH TABLE 6 NOTES: 1.) LONGITUDINAL TIE -DOWNS ARE IN ADDITION TO DIAGONAL TIE -DOWNS ALONG THE MAIN RAILS. 2.) GROUND ANCHORS, STRAPS & CABLES (INCLUDING EYEBOLT, NUT, ETC.) SHALL BE CAPABLE OF RESISTING AN ULTIMATE LOAD OF 4725 lbs. (3150 lbs. DESIGN) MIN. INSTALL GROUND ANCHOR IN ACCORDANCE WITH GROUND ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. SEE NOTE 2 PAGE 29. 3.) ANCHORAGE SYSTEM SUBJECT TO LOCAL INSPECTION AT THE TIME OF INSTALLATION. 4.) OTHER METHODS APPROVED BY LOCAL BUILDING AUTHORITIES MAY BE USED. 5.) LONGITUDINAL TIE -DOWNS ARE NOT REQUIRED AT WIND ZONE 1. 6.) IF A DOUBLE -WIDE UNIT HAS A ROOF PITCH EXCEEDING 3/12 (i.e. 4/12) THEN USE 5/12 ROOF PITCH REQUIREMENTS. 30 SET-UP PROCEDURES (Continued) TIE -DOWN STRAP INSTALLATION EXAMPLE To properly install ground anchors and tie -down straps for a home, certain criteria must be established. This criteria is as follows: 1. Width of the home. 2. Main I-beam spacing of the home. 3. Wind Zone area where home is to be placed. 4. Distance from bottom of I -Beam to ground. 5. Torque reading of the soil. 6. Nominal roof pitch of unit (for double-wides). For this example assume the home being installed is a 14 foot wide (single -wide) by 66 feet long. The home is being installed in Wind Zone I, and the main I-beam spacing has been established at 99-1/2 inches. The home has a 12 inch tall I -Beam, and the clearance from the I-beam to the ground is measured at 20 inches. To determine the distance (H) from the ground to the underside of the floor add the I-beam depth (12") to the clearance between I-beam and the ground (20"). Therefore H = 12" + 20" = 32". From Table 5 on page 22 (Wind Zone 1) determine the maximum allowable strap spacing. Enter table at left hand side for 14' wides, and check the maximum pier height (H) for 99.5" I-beam spacing. H max. = 35" with straps/anchors spaced at 12' o.c. maximum. Therefore, tie -down strap 31 spacing should not exceed 12 foot on center. If the home were placed in a Wind Zone II or III area, the tables on pages 26 or 27 would be used. Next, determine the correct soil anchors to be used. An anchor soil test probe is required to test the soil where the example home is to be set. The soil test probe looks like a long drill bit with a fitting at the top which accepts a torque wrench. The torque required to turn the probe, when the probe reaches the desired anchor depth is measured. The anchor manufacturer provides a chart relating the measured torque value to the type of anchor required to provide the desired holding force. AN INCORRECTLY SELECTED ANCHOR WILL NOT PROVIDE THE REQUIRED LOAD RESISTANCE. For this example, assume a torque of 300 inch -pounds was measured at a probe depth of 4 feet. A class 4 soil is indicated from the anchor manufacturer data. The correct anchor would be identified and rated for a class 4 soil. Soil anchors must be installed as directed by the anchor manufacturer. If the direction of the pull is not in line with the shaft of the anchor, a concrete cylinder collar or a ground anchor stabilizer plate is required. The anchor manufacturer installation instructions should describe the correct anchor placement with regard to direction, water table level and frost line location. SET-UP PROCEDURES (Continued) DOUBLE -WIDE EXTERIOR CLOSURE HARDBOARD SIDING Fasten the precut strip of Masonite with 8d galvanized nails (head should be painted to match the siding) 4" o.c. around the perimeter and 8" o.c. on the intermediate studs. Apply trim and caulking at the centerline, horizontal joints and around windows (if required) as illustrated by the details in Figure 5-18. (In cases where the Masonite has to be cut to fit in the field, the ripped edges should be stained to match the siding with acrylic latex stain). Note: Use 8d galvanized Figure I' Figure B box nails w/min. 3/15' Vertical Masonite Application Double Wide Masonite dia. heads at 4" o.c. Close -Off Application around perimeter and 8" o.c. at intermediate15' o.c. max. studs. typical studs Unit Centerline 3/8" Typ. • i g Typ 4" Typ. Butyl caulking —� o at joint 1 ° �I Masonite Siding 4' TYp. Masonite Close -off field 4„ e installed w/8d galvanized box 8d galvanized ° 4" o nails 8" o.c. at Wind Zone I, 5' box nails 4" o.c. 0 Tom° ° 1 1-1 /8" Typ. o.c. at Wind Zones II and III. ° 4 3/8" Stain edges to match Perimeter Joist Unit Masonite (See note 1) ' Centerline Stain bottom edge Figure C Figure D Vertical Joint Horizontal Joint Masonite Siding Caulk joint Masonite Siding Masonite Siding Flashing w/Butyl caulkijo, Masonite Stri (rip PCP from siding sheets) Use 8d galvanized box nails 4" o.c. w/min. 3/15' Stain Edges dia. heads to match Use 8d galvanized box nails 4" o.c. Masonite Siding (May be lap siding) Figure E NOTE: Typical Window Trim Application 8" Typ. At Wind 1. All ripped edges to be stained with matchin ac lic latex PP 9 9 acrylic Zone I, 5' Typ. At Caulk with butyl stain from siding mfg. Wind Zone II &III caulking to match trim 12" 1 Typ Butyl caulking to e match trim (fill • rabbetted area) • o Use 8d galvanized box nails w/min 3/15' dia. heads FIG. 5-18 32 SETUP PROCEDURES (Continued) DOUBLE -WIDE EXTERIOR CLOSURE VINYL LAP SIDING Apply a 2" wide strip of duct tape at the marriage joint of the endwalls for the entire height of the walls. Apply the duct tape directly over the sheathing. The siding panels should be attached using galvanized steel or aluminum 16 ga. 1/2 by 1" staples. (6d galvanized nails may also be used). Staples should be driven so that there is a 1/32" clearance between the siding and staple crown to allow some lateral movement. Fasten every 16" at the stud location. See Figure 5-19 Detail A for proper fastening. Snap the bottom course of siding into the starter strip and fasten to the wall. Leave a 1/4" space at corner posts and 'J' channels around window and door openings to allow for expansion. Do not fasten within 4" of an accessory. Vertical butt joints in panels should overlap 1 ". Do not fasten the panel within 4" of the joint. Install vinyl, aluminum, felt or other suit- able material for flashing at bottom corners of doors and windows per Figure 5-19 Detail E. Apply caulk around siding and light blocks, water faucets, or other small penetrations. Install successive courses similarly to the first. Butt joints in adjacent courses should be offset by aty least 24". Joints in alternate courses should be aligned vertically (See Figure 5-19 Detail B). Panels will have to be cut at headers and sills. A single panel should extend without joints across the width of the opening. When cutting a panel at a sill, measure the dis- tance between the bottom of the opening and the top lock of the lower course, then deduct 1/4" (See Fig. 5-19 Detail C). Slide the cut panel into the under sill trim and install. Note that the under sill trim piece may have to be furred to main- tain the proper pitch of the siding. Measure and cut the header panel in the same manner as indicated above. The top sections at the gable will need to be angle cut. Use two scrap pieces of siding to make a pattern (See Fig. 5-19 Detail D). Interlock one piece with the siding panel below. Hold the other piece on top against the gable. Mark a line on the bottom piece and cut. Use this piece as a pattern for cutting gable pieces. Install the gable pieces by inter- locking with the lower course, sliding into the gable IS rail and fastening. M a DETAIL A DETAIL B FIG. 5-19 33 DETAIL C MARK ANGLE 2 SCRAP FOR CUT PIECES OF SIDING _ PATTERN FOR ANGLE DETAIL D ° J -TRIM i ( DVERTE2 y2 MIM. i � ALL. PURRDSE -FRIM i DETAIL E SET-UP PROCEDURES (Continued) DOUBLE -WIDE EXTERIOR CLOSURE JAMES HARDIE "HARDIPLANK" OR "HARDIPANEL" SIDING "Hardiplank" and "Hardipanel" are fiber -cement siding panels. "Hardiplank" is a lap style siding, and "Hardipanel" is a panel type siding. Fasten the siding panels to framing members with 6d galvanized nails (2" long min. - 2-1/4" with "HardiPlank" at Wind Zones II and III) per the details shown in Figure 5-20 below. "Hardiplank" siding requires 2 additional Figure A Hardiplank Siding 1/4" to 1/2" 1_ Figure C Hardiplank Siding 1'k1" Wood Starter Detail Rim Joist or Exterior wall bottom plate .,4. Lath starter strip Fasten with 6d 12" to 15' o.c. Inside Comer Figure E 6d nail req'd at each stud location (16" o.c.). 2 additional nails req'd at Wind Zones II and III. These fasteners shall be evenly spaced between studs into a 3/8" (min.) structural sheathing. 11 0 1-1/4" min. o 255 This fastening sty fasteners evenly spaced between studs into sheathing at Wind Zone II and III only. "Hardiplank" siding is not allowed within 3 feet of a sidewall/endwall comer at Wind Zone 111. Finish siding by painting with a exterior grade, semi -gloss acrylic or latex paint. All ripped edges of panels should be painted to match. Figure B Hardiplank Siding I Ae. liYUUU QLUlJb Figure D Lap joints must fall at stud. Stagger joints at least 2 stud bays. 48" min. between joints at same course. 2 Stud bays required from wall comer to 1 st joint. Figure F Window frame Outside Comer Fasten with 6d nails 12" to 16" o.c. Joint Window Detail irdiplank ding 3/4" to 1" Hardiplank Siding Flash, shim, gap 3/15' and caulk. NOTE: Double studs are required within 3 feet of a sidewall/endwall comer at Wind Zones II and III. Fasten HardiPanel siding panels to both studs at double stud locations. 34 FIG. 5-20 is req'd at Wind HardiPlank Nailing Zones II r3 III. Figure G /2" min. from comers --illi-- 6d nails 6" o.c. at ... ........... . edges 812" o.c. in • • • ' • field at Wind Zone I. , 6d nails 5" o.c. at edges 8 5" o.c. in .. field at Wind Zones 11 . . .. Cover joints & III. • • • • • • • with lumber battens or caulk Hardipanel Siding • ....... ....... 3/8" min. 3/8" min. HardiPanel Application fasteners evenly spaced between studs into sheathing at Wind Zone II and III only. "Hardiplank" siding is not allowed within 3 feet of a sidewall/endwall comer at Wind Zone 111. Finish siding by painting with a exterior grade, semi -gloss acrylic or latex paint. All ripped edges of panels should be painted to match. Figure B Hardiplank Siding I Ae. liYUUU QLUlJb Figure D Lap joints must fall at stud. Stagger joints at least 2 stud bays. 48" min. between joints at same course. 2 Stud bays required from wall comer to 1 st joint. Figure F Window frame Outside Comer Fasten with 6d nails 12" to 16" o.c. Joint Window Detail irdiplank ding 3/4" to 1" Hardiplank Siding Flash, shim, gap 3/15' and caulk. NOTE: Double studs are required within 3 feet of a sidewall/endwall comer at Wind Zones II and III. Fasten HardiPanel siding panels to both studs at double stud locations. 34 FIG. 5-20 SET-UP PROCEDURES (Continued) SHINGLE ROOF CLOSURE INSTALLATION OF SHINGLED ROOF: 1. Fold back underlayment paper. 2. Remove the 12 inch wide sheathing at the ridge beam of each half which was temporarily secured to the roof at the factory. 3. Bolt the ridge beam together as outlined on page 20. For models with heat ducts in the roof cavity make the inter- connection of two units by running the provided flexible duct through the access hole in the ridge beam. After the mechanical connection is made, tape the joint with 2 inch wide duct tape. 4. See Fig. 5-21. Reinstall the 3/8" x 12" wide sheathing using 15 gauge x 7/16" x 1-1/2" staples or 8d twist nails 4 inches on center at butt joints and at each truss between joints. Special fastening may be required at trusses located over shearwalls. These trusses will be marked with a paint spot on the truss top chord. Fasten roof sheathing to these trusses with fasteners spaced 2" o.c. (3" o.c. — if truss is doubled — to both trusses). 5. If home is to be set in a Wind Zone II or III area, then apply a 6" wide strip of asphalt cement to the roof decking on both halves of home, directly adjacent to the roof peak. 6.Tack roof underlayment paper back in place. 7. Staple additional underlayment strip down, centered at ridge. 8. Fasten drip cap to sheathing at roof edge (above felt). 9. Complete installation of shingles (See Fig. 5-22). 10. Cut shingles for ridge cap and install as shown in Figures 5-24 and 5-25. NOTE: TO PREVENT WIND LIFTING AND POSSIBLE LEAKAGE, THE RIDGE CAP SHINGLES SHOULD BE ORIENTED WITH RESPECT TO PREVAILING WINDS AS INDICATED IN FIG. 5-25. 11. Install closure cap at eave joint (See Fig. 5-26). 12. See supplement for ridge vent if applicable. 35 a FIELD INSTALLED SHEATHING RIDGE SHINGLES 0 COUR8Eta1 UNDERLAYMENT PAPER SITE INSTALLED SHINGLES UNDERLAYMENT -STRIP UNDERLAYMENT 24' SHINGLE PAPER FIELD INSTAU FOLDED BACK FOR + ` BEAM BOLTING ,� 3d SHINGLE I �v SHEATHING DRIP FIELD INSTALL CAP SB• SHINGLE nw MULL SEE FXL 16 IOGE BEAM FOR FASTENING REOW RE/ENT IF THE ROOFING IN THE AREA OF THE FROM RAKE HAS GEEN COVERED 10 PROTECT FROM W00 OMMGE NJFA G 11R NNL TIE PRIDTECTNVE COVERING AM MSTENERS ANTE TO BE OMEFULLY REPK/VEO. SEK THE FASTENER MOLES RNTN ASPWLT Mom CEMENT. FIG. 5-21 FIG. 5-22 OPTIONAL CENTERLINE METAL FLASHING AND SHINGLE INSTALLATION. 10' STRIP OF UNDERLAYMENT PAPER INSTALLED INSTALL SHINGLES (EACH SECTION) TO CENTERLINE OVER METAL FLASHING AND SHINGLES. SHINGLE RIDGE CAP INSTALL PER FIGURES 5-23 8x32 GA. (MIN.) OR .019 (MIN.) ALUMINUM METAL THROUGH 5-25 OF INSTALLATION MANUAL. ROLL FLASHING. FASTEN WITH 1'x 1 1/4'x 16 GA. GALVANIZED STAPLES OR ROOFING NAILS ® 16' O.C. BOTH SIDES. FIG. 5-22A 35 SET-UP PROCEDURES (Continued) DOUBLE WIDE SHINGLED ROOF FASTENERS: USE I" CROWN X I" LEG IG GA GALVANIZED STAPLES OR I%4" 12 GA. GALVANIZED ROOFING NAILS WITH %' DIAMETER HEADS 3G" SHINGLE x x WIND ZONE I 3d' SHINGLE x X X x f x 12" WIND ZONES I= NAIL I" FROM EACH END 55/BABOVE EXPOSED BUTT & 5/BABOVE EACH CUT OUT FIG. 5-23 NAIL OR STAPLE RIDGE SINGLES AS INDICATED. SEE FIG. 5-23 FOR FASTENER SIZES. 20 ►" 32 Q 5" EXPOSURE RIDGE LINE FIG. 5-25 36 CUT SHINGLE INTO 3 PIECES AS SHOWN BY DOTTED LINE FIG. 5-24 APPLY CAULKING TO CLOSURE CAP `T • i I 1 � t 1 1 Y FIG. 5-26 SET-UP PROCEDURES (Continued) DOUBLE -WIDE UTILITY INTERCONNECTION ELECTRICAL INTERCONNECTION OF DOUBLE-WIDES Bonding Chassis halves floor joist construction are to be bonded together with the provided bonding wire and lugs (See page 51). Electrical Crossover NOTE: ALL ON-SITE ELECTRICAL WORK MUST BE PERFORMED BY QUALIFIED PERSONNEL. BEFORE CONNECTING ELECTRICAL CROSSOVER ASSURE THAT POWER HAS NOT YET BEEN CONNECTED. Endwall Crossover The procedure for this interconnection is as follows: 1. Feed wires from side B through metallic wire protectors into junction box or Sub -Panel in side A (See Fig. 5-27). 2. Staple wires within 8 inches of junction box or Sub -Panel to side of stud at centerline of stud. 3. Remove cover from junction box inside home; cut wires to length allowing a minimum of 4 inches of free wire extending from box. 4. Strip approximately 1 inch of wire and connect like circuit numbers (white to white, black to black, ground to ground, red to red on multi -circuits and 240V circuits) with the provided wire nuts. 5. Push wires into box and replace cover. NOTE: SOME MODELS MAY HAVE ELECTRICAL CROSSOVERS AT FRONT AND REAR. Below Floor Crossover The correct procedure is as follows: 1. Remove the pull box covers and install the provided con- duit and conductors between the boxes (See Fig. 5-28). II111 Ed A ACCESS TO JUNCTION � Sidwall e d B Sde A �,! Sde B /BOX -INSIDE HOME FACTORY INSTALLED — — — WIRE PROTECTORS I FIG. 5-27 PULL BOX PULL BOX FIELD INSTALLED CONDUIT & CONDUCTORS (MATERIALS PROVIDED) FIG. 5-28 2. Using the provided wire connectors, connect like circuit numbers (white to white, black to black, ground to ground, red to red on multi -circuits and 240V circuits). 3. Push wires into boxes and replace covers. Below Floor Crossovers In Floor Pull Box The correct procedure is as follows: 1. Remove plywood access covers and cut bottom board for access to wires (See Fig. 5-28A). 2. Feed wires around bottom of marriage line floor joists and into junction box. 3. Cut wires to length allowing a minimum of 4" free wire extending into box. 4. Strip approximately 1 inch of wire and connect like circuit numbers (white to white, black to black, ground to ground, red to red on multi -circuits and 240V circuits). 5. Replace access covers and tape bottom board with provided tape. In Floor Pull Box The correct procedure is as follows: 1. Remove plywood access cover to pull box and cut bottom board on opposite half for access to wires (See Fig. 5-286). 2. Feed wires through hole or notch in joists into junction box. 3. Attach wires as described in steps 3 and 4 for endwall crossover. 4. Replace access cover and tape bottom board with pro- vided tape. 37 SET-UP PROCEDURES (Continued) UTILITY INTERCONNECTION In Floor Cable Splice The correct procedure is as follows: 1. Remove bottom board access covers (See Fig. 5-28C). 2. Feed cable through hole or notch in joists. 3. Connect cable splice together. 4. Replace access covers with provided bottom board tape. DUCT NOTE: Some models may require that an axle or axles be removed to connect the crossover duct or connect the home air distribution system to the heating - cooling appliance. SUPPORT STRAPS (TYP.) Note: If unit has multiple cable splices the circuits will be identified by the attached code markers. Endwall Cable Splice The correct procedure is as follows: 1. Remove access panels on exterior side of endwall (See Fig. 5-28D). 2. Uncoil wire located inside endwall. 3. Connect cable splice halves together. 4. Reinstall access panels. Note: If unit has multiple cable splices the circuits will be identified by the attached code markers. Heating Crossover There are two basic hookup procedures for all designs. The first procedure is the standard design and is a single 12" diameter flexible duct. The second procedure is an optional design that includes a varying number of 5" or 6" crossover ducts that are installed in the floor. The method of installation for the standard design is as follows: 1. Connect each end of the provided insulated 12" diame- ter flexible duct to the metal duct connector on each half of the home by sliding duct over metal tabs on duct connector. 2. After mechanical connections are made, tape each con- nection with 2 -inch wide duct tape to ensure an airtight seal. 3. Permanently secure the crossover duct with straps as shown in Fig. 5-29. Do not allow duct to rest on the ground. Maintain at least a 4 -inch clearance between duct and the ground. The method of installation for optional design with stan- dard frame is as follows: 1. Remove access panels at crossover ducts. The access panels are located below the floor. 2. Cross cut bottom board at 8" holes in reinforcing plates. 3. Extend the flexible ducts from each half through the access holes (See Fig. 5-29A). CROSSOVER DUCT FIG. 5-29 M DUCT NOTES: 5 STRAPS AS SHOWN TO FLOOR JOISTS. MINIMUM CLEARANCE TO GROUND TO BE 4". Splice Hole or no 7Cable in joists FIG. 5-28C Endwall 20 Amp Non - studs Metallic cable Dderlor plice - Type NM -mor access panel on both cable splice halves. manufactured Fasten with by Molex -etc wood spews (part no. to wall studs. Ir 19045). Factory installed wire During transit free ends of protectors over notches cable are coiled and seared In In studs Marriage Line for in the wall cavity. Double wide FIG. 5-28D DUCT NOTE: Some models may require that an axle or axles be removed to connect the crossover duct or connect the home air distribution system to the heating - cooling appliance. SUPPORT STRAPS (TYP.) Note: If unit has multiple cable splices the circuits will be identified by the attached code markers. Endwall Cable Splice The correct procedure is as follows: 1. Remove access panels on exterior side of endwall (See Fig. 5-28D). 2. Uncoil wire located inside endwall. 3. Connect cable splice halves together. 4. Reinstall access panels. Note: If unit has multiple cable splices the circuits will be identified by the attached code markers. Heating Crossover There are two basic hookup procedures for all designs. The first procedure is the standard design and is a single 12" diameter flexible duct. The second procedure is an optional design that includes a varying number of 5" or 6" crossover ducts that are installed in the floor. The method of installation for the standard design is as follows: 1. Connect each end of the provided insulated 12" diame- ter flexible duct to the metal duct connector on each half of the home by sliding duct over metal tabs on duct connector. 2. After mechanical connections are made, tape each con- nection with 2 -inch wide duct tape to ensure an airtight seal. 3. Permanently secure the crossover duct with straps as shown in Fig. 5-29. Do not allow duct to rest on the ground. Maintain at least a 4 -inch clearance between duct and the ground. The method of installation for optional design with stan- dard frame is as follows: 1. Remove access panels at crossover ducts. The access panels are located below the floor. 2. Cross cut bottom board at 8" holes in reinforcing plates. 3. Extend the flexible ducts from each half through the access holes (See Fig. 5-29A). CROSSOVER DUCT FIG. 5-29 M DUCT NOTES: 5 STRAPS AS SHOWN TO FLOOR JOISTS. MINIMUM CLEARANCE TO GROUND TO BE 4". SET-UP PROCEDURES (Continued) UTILITY INTERCONNECTION 4. Connect the flexible ducts together per the provided manufacturer instructions using the splicing collar provided. 5. Install a strap around duct and attach to the rim joists. 6. Tape bottom board closed with provided tape. The method of installation for the optional design with Integral floor/frame or Perimeter frame is as follows: 1. Locate crossover locations as indicated by spray paint on rim joists and bottom board. 2. Cut out bottom board at rim joists for crossover connec- tions. 3. Cut the bottom board below floor for access to flexible ducts (See Fig. 5-29A). 4. Extend the flexible ducts through the cutouts in the rim joists from the half with the furnace to the other half. 5. Connect the flexible ducts together per the provided manufacturer instructions using the splicing collar provided. 6. Push the floor insulation against rim joist and tape bot- tom board closed with provided tape. INSULATION RIM JOIST FLEXIBLE DUCT FLOOR DECKING , fes_ V' , �� Y PLYWOODREINFORCING BOTTOM BOARD `;� ; PLATE (TYP EACH SIDE) STRAP SPLICING COLLAR OPTIONAL CROSSOVER DUCTS FOR STANDARD FRAME FLEXIBLE DUCT RIM JOIST SPLICING COLLAR FLOOR DECKING 47 LSL OR LVL BEAM s/ INTEGRAL FLOOR FRAME STEEL I -BEAM W/PERIMETER BOTTOM BOARD FRAME 1 r ACCESS AREA (TYP.) OPTIONAL CROSSOVER DUCTS FOR INTEGRAL FLOOR/FRAME OR PERIMETER FRAME. FIG. 5-29A Heating Crossover with V Bonnet Some double -wide units will require a V -Bonnet duct connector to be installed prior to connection of the crossover ducts. The proper method of installation is as follows: 1. Remove axle if required for access to furnace area. 2. Fit tabs inside V -Bonnet and secure with #8x3/4" screws in holes provided on tabs (3 per side —12 total) (See Fig. 5-296). 3. Install flexible crossover ducts per the standard crossover duct design described on the previous page. Gasline Crossover Applicable only to models with gas appliances on both halves. The listed flexible connector supplied with the home must be used to make the connection. This connector will be located beneath the home. NOTE: DO NOT USETOOLSTO CONNECT OR REMOVE FLEXIBLE CONNECTOR QUICK DISCONNECT. 1. Remove protective caps from the connector. 2. Connect the quick disconnect fitting. 3. Test for leaks with soapy water. Waterline Cross Connect Applicable only to models with plumbing on both halves (See Fig. 5-30, 5-31, and 5-31 A). 1. Remove the shipping caps from water lines and install provided connector. 2. Check for leaks. 3. In areas where exposed piping is subject to freezing, protect exposed piping with heat tapes listed for use on manufactured homes, and insulation. It is recom- mended that only U.L. listed heat tapes be used and installed in accordance with their listing. SETUP PROCEDURES (Continued) UTILITY INTERCONNECTION ALT. WATER LINE CROSSOVER FLEX PIPE 111S 11APT111 • • - IAI1I 11110 ,. Nauia �} FLOOR I ,( 7 MAKE WATER CROSSOVER WITH CONNECTORS PROVIDED WITH FIG, 5-31 THE HOME Alt. Water Line Crossover Access Access Panels panel FIG. 5-31A frame Drainage Line Cross Connect Applicable only to models with plumbing on both halves. The connection may be made with field assembly of factory supplied parts (refer to drainage of 2 bath models, page 48), or when the below floor plumbing is factory installed, a flexible coupler is used as follows: Use only the approved flexible coupler provided (1-1/2 inch, 2 inch or 3 ince, as required). See Fig. 5-32. 1. Slip the flexible coupler over one end of the drainage line. 2. Align the pipes and center the coupler over the joint. 3. Tighten the clamps and check for leakage. DRAINAGE PIPE APPROVED FLEXIBLE FIG. 5-32 COUPLER METAL ROOF TIGHTENING Metal roofs may be tightened by the use of bonded wash- ers secured to the roof truss with #8 x 1-1/4" screws, placed in rows of four across with width of the roof and spaced at approximately 48" D.C. along the length of the roof. Care must be taken to assure that the screws are placed to penetrate the truss. After application, the screw heads and washers are to be sealed with a roof sealant material. 40 INSTALLATION OF EXTERIOR LIGHT FIXTURES ELECTRICAL CONNECTIONS SHOULD BE MADE ONLY BY QUALIFIED PERSONNEL. MAKE SURE POWER IS OFF BEFORE INSTALLING LIGHT. The correct procedure is as follows: 1. Install threaded tube in the strap secured to the fixture outlet box as shown in Fig. 5-33. 2. Apply caulking around base of light fixture to insure a water tight seal to side wall. (NOTE: On units with Masonite or vinyl siding, make certain the flashing ring is installed around outlet box.) 3. Connect wires, black to black, white to white, and ground to ground, using wire nuts. 4. Push wires into box and secure fixture in position using the nut provided on the threaded tube. Install the bulb. NOTE: SOME LIGHTS WILL USE TWO BOLTS WHICH THREAD INTO THE MOUNTING STRAP IN LIEU OF THE THREADED ROD ILLUSTRATED FIG. 5-33 FACTORY INSTALLED ROD VENTILATION OF SKIRTING AND CRAWL SPACE ENCLOSURE Skirting or other crawl space enclosures, such as foun- dations, not only add to the appearance of the home but also provide important benefits in the reduction of heat loss. Enclosures also aid in reducing the danger and inconve- nience of damaged plumbing through freeze-up. Skyline Corporation recommends enclosing the underside of the home; however, it is very important that any enclosure be adequately ventilated. Ventilation openings need to be provided in the foundation or skirting along at least the two long walls of the home. The total area of ventilation openings should be at least 1 square foot for each 150 square feet of crawlspace area. An opening should be located within 3 ft. of each corner. PORCHES AND DECKS Some Skyline manufactured homes are constructed with factory -built porches or decks along the front, rear or main entry door side of the home. Porches and decks may be constructed with pressure treated wood floors which readily permit the passage of rain and/or snow through the floor. The area under porches or decks constructed with pressure treated decking lumber must be separated from the crawl space enclosure of the remainder of the home. Excessive moisture in the crawl space can be the cause of window or ceiling condensation and other problems associated with high moisture levels in the home. CHAPTER 6 INSTALLATION OF OPTIONAL FEATURES ELECTRIC DRYER VENTING GAS DRYER INSTALLATION Homes factory equipped with an electric dryer receptacle will also have the moisture -lint exhaust system roughed -in. To complete the moisture -lint exhaust system the following must be performed: 1. Remove the covers over the vent hole in the floor. 2. Push the duct through the hole provided in the floor and connect to the dryer in accordance with the dryer manu- facturer's instructions. NOTE: Some dryer manufacturers require that metallic duct be connected to the dryer and routed through floors and/or sidewalls. 3. Secure the termination fitting at the outside edge of the floor. NOTE: The termination fitting must be installed such that the dryer does not exhaust beneath the home. This may be accomplished by attaching the fitting to a piece of exterior grade plywood or, if the home is skirted, directly to the skirting. 4. Secure the flexible duct to the termination fitting with the provided clamp. (Do not use sheet metal screws or other devices which extend into the interior of the duct.) 5. Seal the duct penetration through the floor with a good grade of caulking. CAUTION: MATERIALS WHICH MAY BE PROVIDED FOR THE MOISTURE -LINT EXHAUST SYSTEM ARE NOT ACCEPTABLE FOR INSTALLATION OF GAS DRYERS. Homes factory equipped with a gas dryer will also have the moisture -lint exhaust duct and termination fitting pro- vided. To complete a roughed -in system follow steps 1-5 under Electric Dryer Venting. Homes with "stubbed -in" gas service will also have the moisture -lint exhaust system roughed -in. However, the ex- haust duct and termination fitting are not provided. Such termination fittings should be supplied with the dryer at time of installation. The gas connection and completion of the moisture -lint exhaust system must be made by qualified personnel in accordance with the dryer manufacturer's installation instructions. The gas connection must be tested (See Utility Hook-up and Testing) prior to use of the appli- ance. To complete the moisture -lint exhaust system, follow steps 1-5 under Electric Dryer Venting. GRILL/RANGE VENTING When a home is provided with a combination range (cook top)/grill that contains its own exhaust system, the exhaust must be routed such that it does not terminate beneath the home. To complete the exhaust system the following must be performed: 1. Remove the cover on the factory installed exhaust pipe protruding from beneath the floor in the vicinity of the range. 2. Secure the provided termination fitting at the outside edge of the floor. 3. Run the provided flexible metallic duct between the elbow protruding from the floor and the termination fit- ting. Support the duct and make the connections per the manufacturer's installation instructions provided with the grill/range. GAS WATER HEATER VENTING Homes factory equipped with certain types of gas water heaters may require special provisions to ensure proper ventilation. If the gas water heater installed in your home is not independently vented to the exterior of the home through a grilled opening in an exterior water heater door, then the following provisions must be followed. A. If the home is set on a crawlspace, or piers and skirting is used, then an air intake opening with a minimum free area of 32 square inches must be provided in the foundation wall or skirting. If the opening is covered by louvers or screen, the total free area must be 32 square inches. The air intake opening should be located as close as practical to the water heater location. B. If the home is set on a basement, then the following steps must be taken: 1. Fabricate a plenum box to encompass the air inlet assembly without alteration to the air inlet assembly itself. This plenum must have a minimum horizontal dimension of eight (8) inches. The minimum clearance between the air inlet assembly and the inner wall of the plenum shall be two (2) inches. The vertical height of the plenum shall be as necessary to ac- commodate the air inlet assembly without alteration. The air inlet assembly is a round tube that is extended from the bot- tom of the water heater through the floor. 2. To ensure proper air entry into the fabricated plenum box, a 6 inch minimum round (or equivalent cross-sectional area) duct is required. The duct shall be of a smooth surface, rigid variety (no flex pipe) and shall be connected to the plenum in a manner that does not reduce the cross sectional area of the pipe. 3. The air inlet shall be of damper less type and provide a free area not less than the cross-sectional area of the duct. A screen, if used, shall be 1/4 x 1/4 inch minimum. 41 INSTALLATION OF OPTIONAL FEATURES (Continued) PADDLE FAN INSTALLATION FOR DOUBLE -WIDE HOMES WIRED FOR MOUNTING ON CENTER BEAM A. FLUSH RIDGE BEAM wire to be.inserted in electrical box without binding For proper ceiling fan installation, an electric outlet box against center beam during installation. and the decorative center beam to contain the box have b. Leave approximately 4" of wire free in the box. been provided for attachment to the ridge beam at the unit centerline. 5. Secure the center beam in place over the center line CAUTION: BEFORE FOLLOWING THE STEP-BY-STEP joint. Be sure that fan supply wire is not pinched or PROCEDURE, BE SURE THAT POWER TO FAN WIRE penetrated with beam fasteners. IS OFF. 1. Remove the fan manufacturer's installation instructions from the package and determine the method of fan at- tachment to the beam. (Also see Fig. 6-1 below.) 2. If the center beam (shipped loose) does not contain a precut hole for the electrical box, cut a hole with a hole saw approximately 1/4" larger than the box diameter at the proper location (center line of hole should line up with location of supply wire through ceiling) and centered in the width of the beam. 3. Install the box in the hole and secure flange (plastic box only) to the center beam with 4 - #6 x 1" screws. 4. a. Insert the ceiling wire through a knock out hole in the side of the electrical box. NOTE: It may be necessary to cut a notch from the top on the supply wire side of the center beam hole to allow the supply M +va CEILING BOARD,7� SUPPLY WIRE COILED & SECURED/ FOR SHIPMENT NOTCH BEAM AT HOLE IF NECESSARY FOR WIRE CHASE SECURE BOX TO 2x6 CENTER BEAM WITH 4-#6x1" WOOD SCREWS (FIELD INSTALLED) 6. Secure electrical box to ridge beam with #8 x 2Yz" wood screws through the two holes in the top of the box. 7. Strip about 3/4" of insulation from the white and black conductor ends. 8. Position the non-combustible flash ring (provided) over the electrical box so that finished surface (adjacent to electrical box) which is to be covered by fan canopy not exposed. 9. Follow the manufacturer's installation instructions for mounting the fan assembly to the box and for electrical wiring of the fan. Use provided electrical connectors for splicing wire. Be certain that fan is grounded as specified in manufacturer's instructions and that wires are connected properly (white to white and black to black). DOUBLE WIDE RIDGE BEAM 2x6 CENTER BEAM — SHIPPED LOOSE FOR FIELD INSTALLATION - HOLE FOR BOX CUT THROUGH 2x6 (MAY BE CUT IN PLANT OR IN FIELD - SECURE BOX TO RIDGE BEAM WITH 24&21/2" WOOD SCREWS (FIELD INSTALLED) 'ELECTRICAL BOX (SEE NOTE 1) SUPPLY WIRE INSERTED IN FIELD THROUGH SIDE KNOCKOUT OF BOX NOTE: APPLICABLE TO U.L. LISTED PADDLE FAN WITH A SWIVEL TYPE MOUNTING BRACKET. FIG. 6-1 42 INSTALLATION OF OPTIONAL FEATURES (Continued) B. PROTRUDING RIDGE BEAM For proper ceiling fan installation, a prefabricated box has been provided and includes the electrical box for contain- ment of the spliced wires with their connectors. The prefab box is also designed to conceal the wire which is run through the ceiling where the fan is to be located. CAUTION: BEFORE FOLLOWING THE STEP-BY-STEP PROCEDURE, BE SURE THAT POWER TO FAN WIRE IS OFF. 1. Remove the fan manufacturer's installation instructions from the package and determine the method of fan attachment to the beam (See Fig. 6-2). 2. Insert the ceiling wire through a side knock out hole in the electrical box. Secure the wire in the electrical box clamp at a point approximately 4" from its end. �z \ FM WIRE nM CELM FIG. 6-2 C. FALSE RIDGE BEAM For proper ceiling fan installation, an electrical box and a decorative foam block have been provided for attachment to the false beam at the unit centerline. The prefab box is also designed to conceal the wire which is run through the ceiling where the fan is to be located. CAUTION: BEFORE FOLLOWING THE STEP-BY-STEP PROCEDURE, BE SURE THAT POWER TO FAN WIRE IS OFF. 1. Remove the fan manufacturer's installation instructions from the package and determine the method of fan attachment to the beam (See Fig. 6-2A). 2. After ridge beam halves have been secured together, fasten bottom halves of false beam together with 16d nails 16" o.c. (max.). 3. Attach gypsum close -off panel (provided) with staples 6" o.c. around perimeter. 4. Secure decorative foam block to false beam with 2-16d nails or 2-#8x3" screws. 5. Attach electrical box (U.L. listed for use with paddle fan) per its listing (installation) requirements (provided). 6. Strip about 3/4" of insulation from the white and black conductor ends. 43 3. Place the prefab box in its final position on the beam and secure the box to the beam with #6x2" wood screws (provided) in the metal corner braces. 4. Strip about 3/4" of insulation from the white and black conductor ends. 5. Position the non-combustible flash ring (provided) over the electrical box so that the finished surface (adjacent to electrical box) which is to be covered by fan canopy is not exposed. 6. Follow the manufacturer's installation instructions for mounting the fan assembly to the box and for electrical wiring of the fan. Use provided electrical connectors for splicing wires. Be certain that fan is grounded as speci- fied in manufacturer's instructions and that wires are connected properly (white to white and black to black). Follow the manufacturer's installation instructions for mounting the fan assembly to the box and for electrical wiring of the fan. Use provided electrical connectors for splicing wires. Be certain that fan is grounded as speci- fied in manufacturer's instructions and that wires are connected properly (white to white and black to black). ♦� Ridge Beam FIG. 6-ZA Toe -nail bottom halves factory Installed of false beam together for paddle pan. w/1 6d nails 19' o.c. Gypsum close -off /® I Decorate foam block. panel - fasten to false Fasten to beam w/2 -16d beam w/staples 6" o.c. ® nails or 2-#8)3" screws. around perimeter. O Electrical box - U.L. listed for use with paddle fan. Secure to false beam per it's installation requirements. FIG. 6-ZA INSTALLATION OF OPTIONAL FEATURES (Continued) AIR CONDITIONING ELECTRICAL CONNECTION (Factory Provided Circuits) THE ELECTRICAL CONNECTION SHOULD BE MADE ONLY BY QUALIFIED PERSONNEL. THE COMPLETED INSTALLATION MUST CONFORM TO ARTICLE 440 OFTHE NATIONAL ELECTRICAL CODE AND APPLICABLE LOCAL CODES. Factory installed branch circuits for air conditioning are in- dicated on the data plate under the heading "Rating of Factory Installed Circuit:' The maximum full load ampere draw for the desired air conditioning unit must not exceed the indicated branch circuit rating. "A" coil air conditioning units installed must be listed for use with the furnace in this home; for air condi- tioning installation, see the instructions shipped with the air conditioner. If a self-contained air conditioner is to be installed and connected to the heating supply duct the installation must include a damper beneath the furnace to prevent cool air from "backing -up" into the furnace during the cooling mode and a damper at the air conditioner supply to prevent heated air from "backing -up" into the air conditioner during the heating mode. It is recommended to wrap the dampers with insulation. The electrical connection is via a branch circuit terminating in a junction box beneath the home (See Fig. 6-3). The field installation wiring beyond the junction box, must incorporate a fused disconnect (sized in accordance with NEC Article 440) located within sight of the condensing unit. The maximum fuse size to be used with the fused disconnect is marked on the condenser data plate. The acceptability of the air conditioning equipment, rating the location of disconnect means, fuse type branch circuit protection, and connections to the equipment are to be determined by the local inspection authority. For some models the electrical connection is made to the home via a separate rigid conduit. The conduit is 1"and is run from the panelboard and terminates below the bottom board. A PVC cap is cemented to the end of the conduit and this must be cut off to provide access to the panel board. Wiring is then installed from the panelboard to the air conditioner per all applicable NEC & local codes and all requirements listed above. Condensation should not be allowed to drain under home. NOTE: REFER TO N.E.C. AND' AIR COND. INSTRUCTIONS FOR INSTALLATION REQUIREMENTS DISTRIBUTION PANELBOARD ,FIELD PROVIDED Q INSTALLED JUNCTION BOX -1 FUSED DISCONNECT BENEATH HOME REMOTE CONDENSING UNIT CONDUIT =III =ail =III FIG. 6-3 NOTE: THE ELECTRICAL CONNECTION SHOULD BE MADE ONLY BY (QUALIFIED PERSONNEL. On models equipped for installation of optional evaporative cooler, install the roof -mounted cooler ac- cording to the instructions with the cooler. For coolers without an integral air duct the cooler box shall be lin- ed with .016 in. metal. The factory installed branch cir- cuit for the cooler is sized for a maximum cooler elec- trical load of 12 amperes. 120 V. AC, 60 Hz. 2. Remove the cover from the roof -mounted junction box and make the connection of the color -coded wires us- ing the provided wire nuts. The electrical portion of the installation is now complete (See Fig. 6-4). COLOR CODE WHITE ................................. Neutral YELLOW ................................. Pump 44 BLACK ................................ High Fan RED ................................... Low Fan GREEN ................................ Ground EVAPORATIVE COOLER - LOCATED ON ROOF OF HOME WEATHERPROOF BOX �� • ROOF JACK ROOF FIG. 6-4 INSTALLATION OF OPTIONAL FEATURES (Continued) STANDARD BLEND -AIR INSTALLATION WITH DEALER INSTALLED EXTERIOR HEATING/COOLING Figure 6-5 below depicts the Evcon Standard Blend -Air installation used with homes designed for dealer installed exterior heating -cooling systems. The Evcon Standard Blend - Air unit provides whole -house ventilation and is designed to operate when the exterior heating or cooling system is in use. The following information is important when electrically interconnecting the Standard Blend -Air with the exterior heating -cooling unit system: 1. The Standard Blend -Air must be connected to a heating - Chase fully enclo: Standard Blend -Air Access panel remc exposing damper b assembly. Grille with filter (Ac to Blend Air filter) 4 -Wire thermostat to outdoor unit. Se manufacturer instrn for wiring to exterio cooling unit. — cooling unit with transformer having at least a 40 Va. Capacity. 2. The wiring of 4 -wire thermostat cable from the Blend -Air control to the exterior heating -cooling controls is to be as follows: - Green connector - blower continuous run - Red connector - 24 v. supply - White connector - system heating - Yellow connector - system cooling Return Air FIG. 6-5 45 Factory installed 4 -wire thermostat cable to indoor thermostat. -tight (except @ air k grille with filter). Note: The Unit must be operated from one transformer having at least 40 Va. Capacity. control box ,ved, ibe cess Box air return cable e ictions r heat - Return Air FIG. 6-5 45 Factory installed 4 -wire thermostat cable to indoor thermostat. -tight (except @ air k grille with filter). Note: The Unit must be operated from one transformer having at least 40 Va. Capacity. INSTALLATION OF OPTIONAL FEATURES (Continued) EXPANDING ROOMS, SLIDE -OUTS, ETC. Where optional expanding rooms, slide -outs, tip -outs, provided for proper installation and set-up. etc. are provided, specific instructions and directions are INSTALLATION OF SITE INSTALLED ATTACHED STRUCTURES All site installed attached structures, including garages, facturer's installation instructions and all applicable local porches, steps, stairways and landing must be designed codes. In particular, attached garages generally require fire and constructed to support all of their own dead load and all protection and GFCI electrical circuit protection as required of the live load to which it will be subjected. Attached struc- by local code. tures should be constructed in accordance with the manu- INSTALLATION OF SITE ON GARAGE The outside area of the home that is covered with gypsum is intended to be the area for installation of a site built garage. The garage that is to be built MUST BE COMPLETELY SELF SUPPORTING (See paragraph above). No part of the manufactured home may be used for structural support of the garage. The garage shall be designed and constructed to meet all applicable building codes. Before starting construction of the garage: 1. The soil must be graded on all sides to channel storm runoff away from the home and the garage. 2. Remove the temporary transportation cover. Note that early removal of this cover may cause damage to the gypsum board if left exposed to the elements. Two electrical circuits have been factory provided to service the garage. One circuit will be 15 amp, and one will be 20 BUILT ATTACHED GARAGE READY UNITS amp. The 20 amp circuit will be GFCI protected and is dedicated to the garage area. The 15 amp circuit is for light- ing ONLY. The electrical circuits will be wired to junction box(es) that are installed inside the floor and adjacent to the exterior wall at the garage area. A 20 amp GFCI protected receptacle has been installed in the exterior wall at the garage area. If the home has a factory built dormer intended for attachment of a site built garage, then 8 to 24 inches of shingles will be left off the edge of the dormer. These shingles are left off to more easily facilitate the intercon- nection of the garage and the home. Therefore, the remaining shingles for the dormer must be field installed. Install the remaining shingles and complete the valley construction per page 35 and the shingle manufacturer's instructions or per the Asphalt Roofing Manufacturers Association (ARMA) Residential Asphalt Roofing Manual. HINGED ROOFS AND EAVES Where optional hinged roof and/or hinged or pre- mental installation instructions are provided. fabricated field installed eaves are provided, supple - CEILING (PADDLE) FANS Site provided and installed ceiling fans are to be installed from the trailing edge of the fan blade to the floor must be in accordance with the manufacturer's installation instruc- in accordance with the manufacturer's requirements. tions. To reduce the risk of injury, the minimum dimension TELEPHONE AND CABLE TV Careless installation of telephone and cable television placing cables in these cavities. FAILURE TO FOLLOW lines may be hazardous. Electrical circuits, plumbing and THESE INSTRUCTIONS MAY RESULT IN SERIOUS duct work are contained in the floor and walls of the home. PERSONAL INJURY OR DEATH. Avoid contact with these systems when drilling into and FIREPLACE INSTALLATION Because of transportation restrictions, fireplaces require The fireplace manufacturer's installation instructions and on-site installation of additional section(s) of approved, listed all required components for proper installation are included chimney pipe, a spark arrestor and a rain cap assembly. in each home with a fireplace. SITE INSTALLED FIREPLACE HEARTH EXTENSION The home will be shipped with fireplace installed. The blocking between the bottom of the fireplace and the floor shall be removed. The carpet where the hearth is going to Non-combustible mortar be placed shall be removed. A bead of non-combustible or gasket cement fireplace mortar or gasket cement shall be run to seal the joint between hearth extension and face of the fire- Fireplace place. The edge of the hearth extension shall be placed under the fireplace surround and centered in front of the fireplace. The carpet tackstrip shall then be placed around the hearth to secure it. (See Fig. 6-6). Hearth extension FIG. 6-6 46 INSTALLATION OF OPTIONAL FEATURES (Continued) FIELD INSTALLED TERMINATION OF FIREPLACE CHIMNEY. Termination cap - fleia i. +� usa 10 feet nr lecc Flashing - installed. Top sectio pipe - field Factory installed Factory instauea nue pipe. Truss (typical). Ridge Beam (typical). Upper and side shingles Flue a overlap flange and are set pipe in asphalt cement. Lower part of flange overlaps lower shingles. SHINGLE INSTALLATION AROUND FLUE PIPE 1) Install shingles up to edge of factory cut-out in roof decking. Cut shingles installed under roof flashing are set in asphalt cement. 2) Place flashing over pipe section and shingle and set in asphalt cement. Tack flashing to roof deck at top 2 comers with roofing nails. 3) Resume shingle application. Cut shingles in successive courses to fit around the pipe and embed them in asphalt cement where they overlap the flashing. Secure shingles with roofing nails through flashing and apply asphalt cement over nail heads. 4) The completed installation should appear as shown above, with the lower part of the flange overlapping the lower shingles and the side and upper shingle overlapping the flange. NOTES: 1) The upper portion of the fireplace chimney assembly has been left off due to transportation height restrictions. 2) The final section of flue pipe, roof flashing, storm collar and termination cap for the fireplace are required to be field installed. 3) Remove temporary close -off material from roof and top of flue pipe that has been factory installed. 4) Install parts listed in 2 above per the fireplace manufacturer's installation instructions. 5) Install roof shingles around chimney pipe per instructions above or per ARMA residential asphalt roofing manual instructions. 6) All required parts for completion of chimney have been shipped with the home, including the manufacturer's installation instructions. 7) Applicable only to Coleman Deluxe II model, 36ECMII solid fuel burning fireplace. 8) All other aspects of the setup of the home are to be in accordance with this manual. 47 WARNING This appliance has been shipped with the flue assembly partially disassembled: The flue assembly must be completed in accordance with the installation instructions prior to use of this appliance. The label above has been placed on the fireplace in your home if the chimney assembly is required to be field completed. CHAPTER 7 UTILITY SYSTEM CONNECTION AND TESTING Many local jurisdictions have special requirements for utility connections and on-site inspection of these connec- tions. Consult with the proper authorities prior to utility con- nection. Use only qualified service personnel, familiar with local codes and licensed where required. The drainage and water systems were tested for leaks prior to shipment from the factory. It is essential that they be rechecked by qualified personnel for leaks that may have been caused by vibration during transportation. WATER The water system has been designed for an inlet water pressure of 80 psi. If the manufactured home is installed in areas where the water pressure exceeds 80 psi, a pressure reducing valve should be installed. The water system may be connected to any safe, potable water source. The connection is via a single 3/4 inch inlet beneath the home. A master shut-off full flow valve must be installed in the water supply line adjacent to the home; this valve should be a full port gate or ball valve with threaded or solder joints. After removing the aerators from all the faucets, open all the faucet valves and allow the water to run for 15 minutes. This should remove any foreign particles left in the line that might cause an unpleasant taste or become lodged at faucet washers and cause dripping faucets. All exposed water piping subject to freezing should be protected by in- sulation and electric heat tapes (with an integral thermostat) listed for use with manufactured homes. It is recommend- ed that only UL listed heat tapes be used and installed in accordance with their installation instructions. DRAINAGE — CONNECTION The drainage connection is made at the 3 -inch main drain outlet. Care should be exercised to slope and sup- port the drain line from the home to the site sewage system (1/4" per foot slope). DANGER: IMPROPER OR INADEQUATE TESTING, COW NECTION OR MODIFICATION OF ANY PART OF GAS OR ELECTRICAL SYSTEMS, ESPECIALLY BY UNQUALIFIED PERSONNEL, MAY BE EXTREMELY DANGEROUS AND MAY RESULT IN SERIOUS PERSONAL INJURY OR DEATH. 48 DRAINAGE —1, 11/2, 1% & 2 BATH When applicable the parts required to bring all drain lines to a single point are provided as follows: 1. Pipe and fittings. 2. 1/4 pint of ABS solvent cement. 3. 10 feet of 3/4" x 28 gauge plumbing strap. 4. Ten 1/4" x 1" stove bolts. The procedure for bringing all drain lines to a single point is as follows: 1. Remove caps on drain outlets and connect supplied parts together as shown by the drain line schematic shipped with the house. (Do not apply cement.) 2. Check to be sure that the assembly has the proper 1/4 inch drop per foot. 3. Mark each joint to aid in reassembly. Start at outlet end of system and remove, cement and reassemble each slip joint one at a time. Be sure to apply the cement on both male and female ends with a good even coating. 4. Using the 3/4" x 28 gauge strapping, strap the drain line to the center crossmembers of the frame placing a strap at each member (4 feet apart). Use a 1/4" x 1" stove bolt to secure strap in place. 5. Connect home drain to site sewage system as for single bath previously discussed. 6. Check completed system for leaks. GAS — The gas piping system was designed for a range of 7 to 101/2" of water column for natural gas and 11 to 14" of water column for LP gas. The manufactured home gas supply pressure must be within this range for safe and effi- cient operation of the gas piping system. UTILITY SYSTEM CONNECTION AND TESTING (Continued) The gas piping system was pressure tested for leaks prior to shipment; however, it is essential that the system be retested by qualified personnel for leaks prior to use. (Many utility companies require this on-site test.) The in- structions printed on the tag near the gas supply connec- tion must be followed (See Fig. 7-1). In some localities, utility companies and/or building in- spectors may require additional tests as follows: 1. Isolate all appliances with appliance shut-off valves. PRESSURE SHALL BE MEASURED WITH A MER- CURY MANOMETER OR SLOPE GAUGE CALI- BRATED IN INCREMENTS OF NOT GREATER THAN 1/10 POUND. 2. Pressurize the system to 3 psi and isolate the source of pressure from the gas piping. 3. Check the gauge after 10 minutes; there should be no drop in pressure. 4. Check the piping to appliances by pressurizing to at least 10 inches but no more than 14 inches water col- umn and applying a bubble solution to all joints and flexible connectors. CAUTION: DO NOT PRESSURIZE THE SYSTEM ABOVE THE PRESSURES STATED ABOVE. The connection to the gas supply should be made only by authorized representatives of the utility. NOTE: BEFORE A TEST IS BEGUN, THE TEMPERATURE OF THE AMBIENT AIR AND OF THE PIPING SHOULD BE APPROXIMATELY THE SAME — CONDUCT THE TEST AT SUCH A TIME DURING THE DAY WHEN AIR TEMPERATURES WILL REMAIN CONSTANT. Combination LP—Gas and Natural Gas System This gas piping system is designed for use of either liquefied petroleum gas or natural gas. NOTICE: BEFORE TURNING ON GAS BE CERTAIN APPLIANCES ARE DESIGNED FOR THE GAS CONNECTED AND ARE EQUIPPED WITH CORRECT ORIFICES. SECURELY CAP THIS INLET WHEN NOT CONNECTED FOR USE. When connecting to lot outlet, use a listed gas supply connector for manufactured homes rated at ❑ 100,000 Btuh or more. ❑ 250,000 Btuh Before turning on gas, make certain all gas connections have been made tight, all appliance valves are turned off, and any unconnected outlets are capped. After turning on gas, test gas piping and connections to appliances for leakage with soapy water or bubble solution, and light all pilots. Fig. 7-1 NOTE: DO NOT BUBBLE CHECK BRASS GAS LINE FITTINGS WITH SOLUTIONS CONTAINING AMMONIA. 49 UTILITY SYSTEM CONNECTION AND TESTING (Continued) ELECTRICAL ALL ELECTRICAL WORK SHOULD BE PERFORMED ONLY BY QUALIFIED PERSONNEL. The electrical supply connection to the manufactured home may be made by any of the following methods depending on the manufactured home construction and electrical service: a. Listed 50 ampere manufactured home power supply cord. (50 amp service only) b. Permanent feeder connected to a factory installed mast weatherhead assembly. The routing, connection and support of the service drop is to be in accordance with local codes. c. Permanent feeder routed to the distribution panel through the factory installed feeder raceway which ter- minates beneath the manufactured home. A junction box or approved fitting must be used to connect the manufactured home feeder raceway to the supply raceway beneath the manufactured home. The proper feeder conductor sizes and the required junction box sizes are given in Table 7. After the connection has been made, the following tests should be conducted using approved test equipment: 1. Continuity test of circuit conductors 2. Polarity test 3. Continuity test of electrical grounding system OUTSIDE DISTRIBUTION PANEL BOARD Accessibility to distribution panel board, and the use of unit switches as disconnect means, is subject to the re- quirements of the local inspection authority. ELECTRICAL SYSTEM TEST With approved testing equipment, the following tests should be performed before connecting to the power source: • Continuity Test of Circuit Conductors A continuity test with all branch circuit breakers and switches controlling individual outlets in the "on" posi- tion should be conducted. There should be no evidence of connection between any of the supply conductors (in- cluding neutral) and the grounding circuit. • Continuity Test of Electrical Grounding System All noncurrent carrying metal parts of the electrical system including fixtures, appliances and the chassis of the home should be tested for continuity with the grounding circuit. The following test should be conducted after connec- ting and energizing the electrical system. • Polarity and Grounding Tests of 15 and 20 AMP Recep- tacle Outlets With circuits and lighting circuits energized, use a receptacle polarity tester to check polarity and ground- ing of each receptacle outlet. MANUFACTURED HOME ELECTRICAL SUPPLY REQUIREMENTS TABLE 7 MAXIMUM LOAD & MAIN BREAKER SIZE (AMP) CONDUCTOR SIZE1 (AWG) (TWO LINE AND ONE NEUTRAL) GROUNDING CONDUCTOR SIZE (AWG) FACTORY INSTALLED MINIMUM FEEDER RACEWAY1 JUNCTION BOX TRADE SIZE IN. SIZE 50 #6 #10 1" 6"x6"x6" 100 #3 #8 1-1/4" .8"x8"x4" 125 #2 #6 1-1/2" 10"x10"x4" 150 2-1/0 & 142 #6 1-1/2" 10"x10"x4" 200 F__225 2-3/0 & 1-1/0 #6 2" 12"x12"x4" 2-3/0 & 1-1/0 #4 2-1/2" 15"x12"x4" 1. Conductor size and feeder raceway sized for copper, 75 degree C rated conductors, types RH, RHH, RHW without outer covering, THW or XHHW. WARNING CARELESS INSTALLATION OF TELEPHONE AND CABLE TELEVISION LINES MAY BE HAZARDOUS. The manufactured home walls contain electrical circuits and the floor section may contain electrical circuits, plumbing or duct work. Extreme care must be exercised during drilling 50 through and placing of communication cables within these cavities, to avoid contact with these home systems. Such work should be performed only by qualified personnel. FAILURE TO FOLLOW THESE INSTRUCTIONS MAY RESULT IN SERIOUS PERSONAL INJURY OR DEATH. UTILITY SYSTEM CONNECTION AND TESTING (Continued) MUltisection Frame Bonding B HALF Ground damp aft screw Ground wire should be the some used on panel box Typical Under Chassis Feed Connections d FLOOR a. Flex conduit a CONDUCTORS b. Feeder conductors c. Junction box B -Black Tot' d. Raceway a R - Red Tor e. Conduit connector W - White'neutr I. Approved electrical �/ G - Green'grour connectors g. Insulated bushing b Typical Meter Base Installations and Grounding e BRANCH Ca1CUR F. MAIN DISCONNECT aIETEa i aAfE GROUNDING Off DOOR mETER t iMIEL Box OOmBMTION EIECiRODE OVERHEAD ENTRANCE allssS COMM on CAKE aeaVICa onotaD.c1uG oN CHASSIS TO 010OI04*16 oRou OM ElECn100E LECTRO E Front or rear crossmembers or any set of outriggers on opposite halves A HALF MAIN PANEL as 4 b a • ELECTRODE v/ SERVICE - DROP CONDUCTOR UNDERGROUND ENTRANCE CLEAN1 IM AND ATTACHMENT SHWL BE PER NEC M24 AND 2JD2a MAIN FM ullm SER�MCE BAU AD4RAP a. CIxDUR oROU Dac ELEctRooE ENTRANCE emow ROOF UNE 51 - UTILITY SYSTEM CONNECTION AND TESTING (Continued) METER BASE AND PANELBOARD WIRING WITH MASTHEAD ALL ELECTRICAL WORK SHOULD BE PERFORMED ONLY BY QUALIFIED PERSONNEL. For homes with a factory installed meter base and mast- head, the correct procedure for wiring is as follows: 1. The outdoor (weatherproof) meter socket and service entrance panel may be mounted at any location on the exterior walls of the home with a fixed roof overhang. 2. Bond the service entrance conduit to the service entrance panel with an insulated bonding & grounding bushing. Use #6 (AWG) copper between ground lug on the bush- ing & terminal on the panel. Use #4 (AWG) copper between ground lug on the bushing & terminal on the panel with 200 and 225 amp service. Where threaded coupling and threaded bosses on enclosures with joints exist, they shall be made up wrench -tight in lieu of grounding bushing and strap. 3. A label is attached outside the home and near the service entrance conduit termination which reads: "This connection for 120/240 volt, 3 Pole, 3 Wire, 60 Hertz Ampere Service:' The correct ampere rating is marked in the blank space. 4. A red label is attached adjacent to the service entrance breaker, which states: "WARNING — Do not provide electrical power until grounding electrode is instal- led and connected (see installation instructions):' 5. The grounding conductor shall be connected to the grounding fitting with suitable lugs, pressure connectors, and clamps. Connections depending on solder shall not be used. Rod and pipe electrodes shall not be less than 8 feet (2.44m) in length and shall consist of the following materials, and shall be installed in the following manner: (1) Electrodes of pipe or conduit shall not be smaller than 3/4 inch trade steel and, where of iron or steel, shall have the outer surface galvanized or otherwise metal -coated for corrosion protection. (2) Electrodes of rods of steel or iron shall be at least 5/8 inch (15.87mm) in diameter. Nonferrous rods or their equivalent shall be listed and shall not be less than 1/2 inch (12.7mm) in diameter. (3) The electrode shall be installed such that at least 8 feet (2.44m) of length is in contact with the soil. It shall be driven to a depth of not less than 8 feet (2.44m) except that where rock bottom is encoun- tered, the electrode shall be driven at an oblique angle not to exceed 45 degrees from the vertical or shall be buried in a trench that is at least 2-1/2 feet (762mm) deep. The upper end of the electrode shall be flush with or below ground level. Other methods of grounding electrode shall be in accor- dance with National Electric Code Article 250, Part H. 6. Equipment grounding connectors shall be bare, covered, or insulated. Covers or insulation shall be continuous and green, or green with one or more yellow stripes. 7. Approved fittings to be site installed on end of service entrance conduit to protect cables from abrasion. 8. Connect feeder conduit to conduit stub at distribution panelboard. 9. See Fig. 7-2 below. Site Installed Masthead The masthead may be shipped loose for field installation due to transportation height. The correct procedure for in- stalling mast head is as follows: 1. Remove the temporary transportation cover from the meter base. 2. Remove the 3" lag screws and the straps from the 2x4 blocks between the wall studs. 3. Install the mast head and the feeder conductors as shown in Fig. 7-2 below. 4. Reinstall the 3" lag screws and the straps over the conduit. 5. Note that all the conductors are to extend 18"(min.) from the weather head. The mast head shall extend at least 30" (min.) above the roof line. 52 k_V,uJ Clamp -on weather head -f / 1-1/" min. at 100 amp RED / 1-1/22" min. at 125 amp f BLACK 1-1/2" min. at 150 amp 2" min. at 200 amp Roof flashing WHITE 2-1/2" min at 225 amp (neutral) 1/4" x 3" lag screws U. L. listed outdoor (Type 3R) meter socket and service E 2 hole galvanized equipment panel. Pictoral 4 pipe strap only, actual equipment may o va with each manufacturer. Service Entrance�J Field install 4 wire feeder to distribution panelboard. Use copper 75 t b c Breaker degree C rated conductors (types RH, RHH, RHW, w/o covering THW or �, E XHHW). At 100 amp service - 3-43 (AWG) w/#8 (AWG) ground At 125 amp service - 3-#2 (AWG) w/46 (AWG) ground Run feeder in Rigid or At 150 amp service - 2-1/0 (AWG), 1-42 (AWG) w/#6 (AWG) ground Threaded Hub EMT conduit. At 200 amp service - 2-3/0 (AWG), 1 -1 /0 (AWG) w/#6 (AWG) ground 1-1/4" min. at 100 amp At 225 amp service - 2-3/0 (AWG), 1 -1 /0 (AWG) w/1$6 (AWG) ground 1-1/2" min. at 125 amp service grounding electrode conductor, #6 (AWG) bare Conduit, rigid or EMT. To be field 1-1/2" min. at 150 amp copper. Coil 6' below floor to grounding electrode. (Use installed 2" min. at 200 amp 2-1/2" min at 225 amp �� #4 AWG with 200 or 225 amp service.) FIG. 7-2 52 CHAPTER 8 PROTECTIVE WINDOW COVERINGS If your home is destined to be set in Wind Zones II or III, then it has been designed to install protective window and door coverings, in the event of a windstorm. Two different types of protective coverings are available. Your home may have either, or both of these types. The first type of protective window covering is to attach plywood to a 2 x 4 member that has been installed around window and door openings. The plywood is attached to the 2 x 4 members with #8 wood screws. The type of plywood, screw length, and screw spacing will vary with the window or door size. See Table 8 for these requirements. Note that the window sizes listed in Table 8 are the small dimension of the window or door (See Figure 8-1). Large openings (such as sliding glass doors) are required to be covered with a plywood and lumber frame assembly. See Table 8 to determine when this is required, and Figure 8-2 for frame construction. Window 2x4 Receiver Fasten Plywood to 2x framing members w/full PVA white glue end 6d nails or 08x2" screws 6" o.c. ell around. Mndow iize. See 'able 8. \��11511I,,11tArl 11���/ CERT #09703 STATE OF F ' �iVDIANP. "N�; X/"% O N A l -,,\ '��lltIllll�rl� ` 2x4 Receiver __ __ _ _ 1• 3/8" Plywood, APA Rated Exterior Sheathing with 20/0 span rating. i Fasten 2x2s to 2x4s with 2-8d nails at each connection. / Plywood seam over 2x4. — rain / — -- 080-1/2" woodscrews, 6"o.c. into 2x4 receiver. 02 SPF 2x45, laid flat. 16" o.c. Fig. 8-2 53 PROTECTIVE WINDOW COVERINGS (Continued) PLYWOOD TYPE REQUIREMENTS Table 8 1 WIND ZONE II 1 WIND ZONE III MAXIMUM WINDOW SIZE STANDARD WALL AREA WALL AREA WITHIN 3' OF CORNER STANDARD WALL AREA WALL AREA WITHIN 3' OF CORNER WOOD SCREW SPACING 14.5" 1 1 1 1 16" O.C. 24.5" 2 3 3 4 16" O.C. 30.5" 4 5 5 7 16" O.C. 36.5" 6 7 6 8 12" O.C. 40" 7 8 8 9 12" O.C. 46.5" 8 10 10 10 10" O.C. 72" 10 10 10 10 6" O.C. All plywood for protective window coverings is APA rated exterior sheathing. Thickness and span ratings will vary with win- dow or door size. Plywood listed below, with a higher number than is required by Table 8, may be substituted for a lower num- bered plywood. 1. 3/8" with 20/0 span rating. Fasten to receiver w/#8 x 2" wood screws. 2. 1/2" with 24/0 span rating. Fasten to receiver w/#8 x 2" wood screws. 3. 3/8" with 24/0 span rating. Fasten to receiver w/#8 x 2" wood screws. 4. 1/2" with 32/16 span rating. Fasten to receiver w/#8 x 2" wood screws. 5. 5/8" with 32/16 span rating. Fasten to receiver w/#8 x 2-1/4" wood screws. 6. 3/4" with 40/20 span rating. Fasten to receiver w/#8 x 2-1/4" wood screws. 7. 5/8" with 40/20 span rating. Fasten to receiver w/#8 x 2-1/4" wood screws. 8. 7/8" with 48/24 span rating. Fasten to receiver w/#8 x 2-1/2" wood screws. 9. 3/4" with 48/24 span rating. Fasten to receiver w/#8 x 2-1/4" wood screws. 10. Plywood with wood frame required. 3' FIG. 8-3 CERT x109703 - STATE OF NDIAIA. �N /,///ON � In the event of a windstorm, the corners of this home will sustain higher wind pressure than the rest of the home. Therefore, it is required that windows and doors located within 3 feet of any corner be designed to withstand these higher pressures. Figure 8-3 shows the typical locations of the corners. Table 8 has separate columns indicating the plywood requirements for standard wall area and wall area that is within 3 feet of a corner. After the windstorm is over and the plywood has been removed, all holes made by the screws in the 2 x 4s should be filled with a weather -resistant caulk. 54 PROTECTIVE WINDOW COVERINGS (Continued) The second type of protective covering is to attach 3/4" plywood directly to the window frame. The plywood is attached to the window frame with #8 screws around the windows frame (top, bottom and sides). The specific instructions for each window manufacturer are shown below and on the next page. DANGER: STORM SHUTTERS CANNOT WITHSTAND SEVERE STORMS.TO AVOID PERSONAL INJURY OR DEATH, CONTACT LOCAL EMERGENCY SERVICES NOW TO IDENTIFY EMERGENCY SHELTER IN THE EVENT OF SEVERE WEATHER. This direct fastening application was designed and tested for use on Philips Products series #22, 23 and 24 lap windows. Do not use on any other products. DUE TO THE LIMITED TIME BETWEEN WHEN A STORM INSTRUCTIONS FOR INSTALLING SHUTTERS ONTO WARNING IS ISSUED AND WHEN THE STORM COULD A PHILIPS PRODUCTS LAP MOUNTED ALUMINUM HIT AT YOUR LOCATION, WE RECOMMEND YOU DO WINDOW THE FOLLOWING BEFORE A STORM WARNING IS 1. For each window size, measure the width and height of ISSUED: g 1. Purchase #8 x 1" sheet metal screws (enough for all the windows). 2. Buy shutters and get them cut to size, and marked. The shutters must be 3/4" thick plywood. 3. Store shutters and screws together in a dry place where they will be accessible. SCREW LOCATION DETAIL 3/I! (top & old r moxhnum /10• (bottom on SCREW LOCATION DETAIL VERTICAL CROSS SECTION OF SHUTTER ATTACHED TO FRAME HEAD AND SILL IMPORTANT: DUE TO THE SHORTNESS OF o 1HE EXTUWR FLANZ ON THE FRAME SLI, INS DYftZ=H MUST BE MAINTAIMM --i_ Q 3/1t (bottom only) the exterior flange of the window. (These become the shutter dimensions.) 2. Determine how many shutters of this size are needed and get them cut to the proper dimensions. 3. Mark each shutter as to where on the home it goes, as well as marking which end goes up. 4. Mark the screw locations on the shutter (as shown below). 5. With the help of an assistant, lift the shutter up to the window and center it on the window. 6. Position the shutter so that the bottom edge of the ply- wood is even with the bottom of the exterior flange of the frame sill. 7. Fasten the shutter to the window with #8 x 1" sheet metal screws. Make certain the shutter does not shift out of position. HORIZONTAL CROSS SECTION OF ATYPICAL ALUMINUM WINDOW INSTALLATION WITH AN ATTACHED STORM SHUTTER WINDOW FRAME .1A1111 —\ WINDOW EXTERIOR FLANGE RIME HEAD FRAME SILL Fig. 8-4 55 r- 3/4" shutter EXTERIOR 06X1' semw ROM OPEPOW STUD KS_1y_T"AA*Q RLQ - 7/16' HARDBOARD \_ 7/1$ TRIM (at top and ddfs) PROTECTIVE WINDOW COVERINGS (Continued) 500 AIRPORT DR. MANSFIELD, TEXAS 76063 (817) 473-4421 INSTALLATION OF PROTECTIVE COVERING AS REQUIRED BY H.U.D. FOR ZONE II AND III The following pages illustrate the application of an exterior window protection in the event of storms (such as hurricanes) as required by H.U.D. Please Note: Installation of protective coverings (such as those listed below) will negate egress of the window. Homes with protective coverings (such as those listed below) cannot be occupied while the coverings are in place. Parts Required: 1.3/4" plywood — enough for each window in the home. 2. #8 x 1" wood screws or longer (see below for quantity). The installation steps apply to both the vertical and horizontal sides of windows. The size of the window will affect the num- ber of fasteners needed. For windows with a face measurement of 30" wide by 30" high (or any smaller size), install 3 fasteners, spaced eight (8) to twelve (12) inches apart on the head and on the sill. Install four (4) fasteners, spaced eight (8) to twelve (12) inches apart on both the left and right frame sides. For windows larger than 30" x 30" with 46" x 60" being the maximum size, add one fastener to each side for each addi- tional eight (8) to twelve (12) inches in width and height. To determine the plywood size, (use 3/4" thick plywood) measure the width and height of the outside (exposed) return fin (edge to edge). Position plywood over the window. With plywood supported, drive one fastener through the plywood and window return fin near center of the window sill. Repeat this procedure for the other required sill fasteners. With covering attached at sill, continue driving fasteners around perir�nfor n4 Oho nl%n.innrl using the above spacing formula. After the storm has passed, reverse the above procedure to remc Store materials for future use. HARDBOARD 7/16 3/4 PL) 7/16 TRIM wood �- food As Required By Design APPR XA 1/2" 1_ F #9 X 1" Screw ® 12" O.C. Max. As Per MFG. Standard INTERIOR OF HOME WINDOW RETURN 7 56 4- PROTECTIVE WINDOW COVERINGS (Continued) 500 AIRPORT DR. MANSFIELD, TEXAS 76063 (817) 473-4421 Installation of Protective Covering as Required by H.U.D. for Zone II and III The following pages illustrate the application of an exterior window protection in the event of storms (such as hurricanes) as required by HUD. Please note: Installation of protective coverings (such as those listed below) will negate egress of the window. Homes with protective coverings (such as those listed below) cannot be occu- pied while the coverings are in place. Parts required: 1. 3/4' plywood — enough for each window in the home. 2. #8 x 11/4' OR 11/2' wood screws (see below for quantity). The installation steps apply to both the vertical and horizontal sides of windows. The size of the window will affect the num- ber of fasteners needed. For windows with a face measurement of 30" wide x 30" high (or any smaller size), install 3 fasteners, spaced eight (8) to twelve (12) inches apart on the head and on the sill. Install four (4) fasteners, spaced eight (8) to twelve (12) inches apart on both the left and right frame sides. For windows larger than 30" x 30" with 46" x 60" being the maximum size, add one fastener to each side for each addi- tional eight (8) to twelve (12) inches in width and height. To determine the plywood size, (use 3/4" thick plywood) mea- sure the width and height of the return fin (edge to edge). Position plywood over the window. With plywood supported, drive one fastener through the plywood and window nailing fin near center of window sill. Repeat this procedure for the other required sill fasteners. With covering attached at sill, continue driving fasteners around perimeter of the plywood using the above spacing formula. After the storm has passed, reverse the above procedure to remove the covering. Store materials for future use. Be sure to fill all holes left by the removal of the screws with a suitable sil- icone type sealant. Material should have a long life rating. This will prevent water and air from entering the home. 57 Exterior Sheathing VINYL WINDOW FRAME 3/." PLYWOOD # 8 X 1'/." SCREW 12" O.C. MAX /`/ WINDOW RETURN FIN VINYL SIDING 01 \- AS PER MFG STANDARD HOME INTERIOR WOOD AS REOD. BY DESIGN Exterior Sheathing g-i7-9,� PROTECTIVE WINDOW COVERINGS (Continued) Protective coverings may also be installed over doors and sliding glass doors in a different manner than described previously. First, remove the mounting screws holding the door frame to the exterior wall. Then place the plywood (or wood frame) from Table 8 over the door opening and fasten the plywood and door frame back into the wall studs through the same holes in the door frame. Use #8 x 3" wood screws 12" o.c. for doors. Use #8 x 4" wood screws 6" o.c. for sliding glass doors. See Figure 8-6 for a typical application of this type of protective covering. Door Size )ee Table 1 Plywood face I grain 1 1. Door Frame Wall Studs \\��tttllr►rrr�/ CERT t# 09703 = '. STATE OF ;FJ; �.DIANN f'�0N A l rr�rlllll��`l� �, Q #8 x 3" Wood Screws 12" o.c. max. #8 x 4" Wood Screws 6" o.c. for a,sliding glass door Fig. 8-6 /8x3" Wood Screws 12" o.c. max. #8x4" Wood Screws 8" o.c. for a sliding glass door. SECTION B -B r1yw00a rrom i aoie s Due to the limited time between when a storm warning is issued and when the storm could hit at your location, Skyline recommends that the items necessary for the protective coverings be purchased and prepared before a storm warning is issued. Cut plywood to size and mark it relative to window/door location. Store plywood and fasteners together in a dry place where it will be accessible. Once the protective coverings have been installed, the home should not be occupied. 58 CHAPTER 9 FINAL INSPECTION Make a final inspection when home installation is complete to make sure that no items have been overlooked and that all work was done properly. Place special emphasis on the following "checklist" items: Water and Drain System. All water and drain systems work properly and do not leak. Appliance Function and Operation. All fixtures and appli- ances have been tested and work properly. Windows, Doors and Drawers. All windows, doors and draw- ers work properly. Egress Windows. One window in each bedroom is desig- nated as a secondary exit to be used in case of emergency. Each exit window is labeled as such with operating instruc- tions. All shipping hardware should be removed, and the window should operate as explained in the window manu- facturer's instructions. Exterior Siding and Trim. There are no gaps, voids, or miss- ing fasteners, and all seams are sealed. Stack Heads and Vent Pipe Flashings on Roof. All stack head or vent pipe flashings are properly attached and sealed. Composition Roof. All shingles are properly attached, none are loose or missing, and all holes are filled. Skirting Ventilation. The skirting around the home has non -closing vents, located at or near each corner as high as possible to cross -ventilate the entire space under the home. The free area of these vents must be equal to at least one - square foot for every 150 square feet of floor area of the home. The vent size must be increased to allow for insect screens, slats, louvers, etc., used over the open vent area. Low -Hanging Trees and Bushes. If there are any low -hang- ing trees or bushes near the home, trim or cut them. Think about the plants' possible movement during windy condi- tions or when covered by snow or ice. Exhaust Fan Operation and Air Flow. Check all exhaust fans for proper operation and air flow. Bottomboard. Carefully inspect the bottom covering of the home for loosening or tears from installation of pipes or wires. Seal openings around the floor perimeter, pipes or pipe hangers and splits or tears with weather -resistant tape. Anchors and Straps. Be sure the correct number of anchors have been installed at the proper angle, and that all straps have been tightened. Interior Details. Inspect for, and correct, all interior finishing details, such as loose molding, carpet seams, etc. The retailers' representative should inspect the home with the homeowner, give the homeowner a copy of the Home- owner's Manual, and brief the homeowner about main- taining the home. INSTALLATION INSPECTION CHECKLIST TO ENSURE PROPER HOME INSTALLATION AND HOMEOWNER SATISFACTION, THE FOLLOW- ING ITEMS SHOULD BE CHECKED DURING OR PROMPTLY AFTER THE INSTALLATION AND BEFORE THE HOMEOWNER TAKES POSSESSION: INSTALLATION/PLACEMENT: ❑ Alignment/Close-Off DW ❑ Foundation ❑ Level ❑ Tie -Downs UTILITY CONNECTIONS ❑ Fuel ❑ Sewage ❑ Water ❑ Cross -Over Duct ❑ Electric EXTERIOR ❑ Doors ❑ Roof ❑ Windows ❑ Siding/Trim INTERIOR ❑ Ceiling ❑ Paneling ❑ Trim ❑ Floor Covering/Drapes ❑ Electrical Systems/Fixtures ❑ Doors ❑ Cabinets ❑ Plumbing ❑ Furniture ❑ Appliances ❑ Keys ❑ All Manuals ❑ All Warranties 59 SIRLmims (9) Corporate Office — P.O. Box 743 — Elkhart, Indiana 46515 DCP 10/00 IA G0'J Building Permit Number: d -ZST Owner Name: (!:::)>I1�J.,� Residential Construction Re uirements lMi PORTANT This set of plans and specifications MUST be kept on the job site at all times and it is uniawful to make any changes or alterations on same without written'permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 1998 California Building Code (1997 U.B.C), 1998 California Plumbing Code ( 1997 U.P.C.), 1998 California Mechanical Code (1997 U.M.C.) and the 1998 California Electrical Code (1996 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, a H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. 0 Paget of 2 Building Permit Number: 01-Z&315 Owner Name: bltV� '} ❑ Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. Fire sprinklers are required in this structure. ❑ The following parcel map requirements shall be met: All structures and equipment including overhangs shall be clear of all easements. A setback of 30 feet from the side and 30 feet from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. • (j Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. Page 2 of 2 PLANNING DIVISION -BUILDING PLAN APPROVAL Use: -Date: Parking: Landscaping: Other: Signature: MESA&& ti 4 . Is the site currently under permit? Yes [ ] No [ Permit No. 5 . Is the site an existing site: Yes (� 6 . What is the electrical rating of the mobilehome? 7 . What is the mobilehome site circuit breaker rating? 8 . What is the electrical rating of the mobilehome site? No [ ] (If yes, furnish two plot plans). Z,�9 0J Amperes. Amperes. Amperes. 9 . Is the main service remote fi-om the mobilehome site? the rating? Yes [ ] No [ ] If it is, what is b Amperes. 10 . Is there any other electric load to be served by the mobilehome site electric service (i.e. well, garage, etc.)? Yes [ ] No [,:,/A If yes, please identify the load and size: a) The mobilehome site: Load - Amperes - b) The main service: Load - 11 . Type of gas' service at mobilehome site: Amperes - Natural 12 . Size ofgas pipe at the mobilehome site from the meter or tank: [ ] Propane (/ ] None inches. 13 . What is the gas pipe length from the meter or tank to the mobilehome? �y ft c •) 14 . What is the mobilehome gas demand? 4 :BTU.* *(This information is not required. if the pipe length is less "h'& feet on naturai'gas or less than 50 feet on propane). THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION ................ M_ HL -2 ............ .............. ............ ....................... ....... ......................... ::S ..... ............. ................. ............. .............. ............. ...... .............. ........... Mobilehome Manufacturer: o Manufacture Year_j,:2%� If other than single wide, furnishAetup Model Number: Width: !9(-1- (ft.)Length: Tagalong orExpando Size `� " _(ft.) x _(f On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. FOOTINGS: Wood p * ressure treated or foundation grade Other: SUPPORTS: Concrete' block[ ] Other: Provide Tie Down Specifications for all Mobilehomes: Pier Footings Sizes and Location SINGLE WIDE MULTI -WIDE Line I Line 2 Line I ............................................................................................. met Line 2 Main Beams Line 2 Line I Line 3 ............................................................... ............................. . Line 2 ............................. Main Beams 0 Line 2 .................... .................................... Line I Line 5 ................. Tag or Triple Line 4 ... .. ...... Line I Line I Piers: Line I Openings: Size minimum: x Size minimum: x Spacing maximum: Each side of openings From ends -maximum: with width over: Line 2 Piers: Line 4 Piers: Size minimum: V I x P4,-] Size minimum: Spacing maximum: Spacing maximum: From ends -maximum: From ends -maximum: J Line 3 Roof Loads: Size minimum: Location (from rear): Line S Roof Loads: Size minimum: Location (from rear): OVER �C, Do '-10"1 91'-t.. CFI IC 5mm ,j FILE 9321 VOL I SEC. 4, PC. 6--75R O CL :D CEFTERU SUPPORT ,j FILE 9321 VOL I SEC. 4, PC. 6--75R CL :D CEFTERU SUPPORT REQI':%,- "EMENT'S :u e DRAIN BY - VVi 7 '1E '),,.,iOW LOAD. SEE MOW llk5fl !j ,r J" zc . . ....... �LV. ------- - T' JN L D 1:04-3B.-28-CATHIN ('T To'd �iol pp- To/,To,d Z96,L 99 OES *DNI S3WOH ST11-1)..'�S cr Uzi \ § � a f �� C3 c:) •q / \� \ �;:� | �� \�|)3 |!��!\(� I i|� ��ƒ os !|�}�\�\ �} T � \ � � . | , � \ \ � cc � 6 / | \ | cr. \ _/ •jj ZI LU i � � / / i LLJ 3702CT152.5024 3BEDROOM - 2BATHS - CATHEDRAL THRU-OUT (1,198 SQ.FT.) (AVAILABLE WITHOUT RECESSED ENTRY AT 1,206 SQ.FT.) OPTION DEN VECTOR DYNAMICS FOUNDATION SYSTEM WIND ZONE 1 & 2 INSTALLATION INSTRUCTIONS For the State of California INDEX PAGE SECTION NUMBER INTRODUCTION 2 PIER HEIGHTS 3 GENERAL INSTALLATION 4 SET-UP INSTRUCTIONS 5 & 5a METAL PIER & V -DRIVE 6 PARTS LIST 7, 7A, 7B & 7C CONCRETE INSTALLATION 8 & 9 SCHEMATICS WIND ZONE I - SINGLE SECTION 10 - SINGLE V -DRIVE 11 - METAL PIER 12 �DOU LE SEGTION4 - TRIPLE SECTION 14 WIND ZONE II - SINGLE SECTION 15 - DOUBLE SECTION 16 - TRIPLE SECTION 17 SOIL CLASSIFICATION 18 COMPONENT PARTS AVAILABLE UPON REQUEST Foundation System Release Date 8/13/2001 Engineer Approval I 6 2001 3ib' -L HEALTH ,ta a `AWOIP- M 18551 SUBJECT TO CCR' ACTIONS NOTED APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY OMISSIONS OR DEVIATION FROM REQUIREMENTS OF APPLICABLE STATE LAWS AND REGULAT!-j,,S State of California Department of Housing and Community Devcicpr,,!cnt =(Datcllo-C)l D STANDARDS No. q q- l Plan Approval Expires - D I • For Further Information I TIE DOWN ENGINEERING 5901 Wheaton Drive Atlanta, GA 30336 404-' 00.00 FAX4- 04(GO.0N —VJ%AAu tiodnwn rnm `mss-. Tie Down Engineering, Inc. VECTOR DYNAMICS INSTALLATION INSTRUCTIONS Introduction These instructions describe the proper use of the Vector Dynamics Foundation System in Wind Zones 1 & 2. Additional installation instruction is available in VHS video, from manufactured housing distributors or from Tie Down Engineering, titled, Vector Dynamics Installation Video. The Vector Dynamics foundation system supports the home by anchoring the two longitudinal main rails. The system is approved in Wind Zone I & II & III areas of the Manufactured Home Construction and Safety Standards and Wind Standards; Final Rule 24CFR part 3280 for both single and multi sec- tion homes. Instructions for Class 5, Sub Soil Conditions, (Wind Zone I & II), are available through local distributors of Vector Dynamics or directly from Tie Down Engineering. General The Vector Dynamics Foundation System provides the support to resist lateral and over -turning movement of the home as required by the Federal Manufactured Home Construction and Safety Standards in Wind Zones I & II when the system is used as described in these instructions. See manufac- tures Home Installation Manual for other pier & anchoring requirements The following characteristics apply to both single and multi section homes: • Main rail minimum spacing of -86 inches or greater. • Nominal 8 foot or less top plate height at side walls. • Main rail depth of 12 inches or less. • Maximum roof slope of 20 degrees (4.4 in. in 12 in.) • Maximum pier height under main rail of 56 inches (see page 3). WIND ZONE I • Maximum single section home width is 16 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum double section home width is 36 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum triple section home width is 48 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. WIND ZONE II • Maximum single section home width is 15 ft. including eaves, maximum eave width is 6" per side. • Maximum single section home width of 16 ft. including eaves must use two additional vertical ties/ anchors/stabilizer plates (one per side) as listed in the charts on page 15. • Maximum double section home width including eaves 32 ft., maximum 12" eaves per side • Maximum triple section home width including eaves 48 ft., maximum 12" eaves per side The Vector Dynamics Foundation Systems may be used as a part of the vertical or gravity support system considering that each set of Vector Dynamic pad (s) has two (2) or three (3) square feet bearing area. Piers not used as part of the Vector system shall be located and constructed in accordance with the home installation instructions and/or state standards. To inquire about the use of the Vector Dynamics Foundation Systems with homes of four or more sections or on homes requiring pier heights greater than 56 inches which are not included in these instructions, contact Tie Down Engineering, Inc. at 800-241-1806. The Vector Dynamics Foundation Systems may be used on homes which require pier heights not to exceed 56 inches under one or both main rail(s). See page 3. Note that a ground anchor is used at each Vector system location in Wind Zones II & III. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or the state. Check with the most recent regulations in California. The Vector Dynamics Foundation System has not been designed for use on exposure "D" homes. Exposure "D" homes are homes located within 1500 feet of the coastline. Additional vertical anchor ties that are unique to a home's design may be required by the home manufacturer. These locations include shear walls, mar- riage line ridge beam support posts, end frame ties and rim plates. The term end frame ties refers to the longitudinal ties that are attached to a home to resist wind load on the end walls. If longitudinal ties are required by the home installation instructions or other state standards, these longitudinal ties must be installed and connected to anchors that are independent of other ties and anchors. See separate instructions for the use of Vector Dynamics with Tie Down's Longitudinal Stabilization Device. The term rim plates refers to the factory brackets fastened onto the perimeter joist or specified as a location for vertical ties. ITE Cou v Page 2 r California /2001 A VFX 56 i ma; Figure 1 Maximum Pier Height (Wind Zones I & II only) The Vector Dynamics Foundation System may be used on homes which require pier heights not to exceed 56 inches under one or both main rail(s). Note that a ground anchor must be used at each side of a Vector system location in Wind Zone II, and where the pier heights exceed 24 inches on a single section home in Wind Zone I. Piers must be constructed in accordance with the manufacturer's installation instructions and/or state requirements. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or state. Check with the most recent regulations in your state. 56 ii mai nyu�C � Unequal Pier Heights ( Wind Zones I & II only) 5 in. iax. Vector Dynamics may be used on homes with unequal pier heights of 56" or less under one or both main rails. The difference between the taller pier and the shorter pier cannot exceed 26". Note that a ground anchor must be used at each side of a Vector system installation in Wind Zone I and where either of the pier heights in that location exceeds 24 inches on a single section home in Wind Zone I. Only concrete blocks and pressure treated lumber compression members are permitted on unequal pier heights using the Vector system. Piers must be constructed in accordance with themanufacturer's installation instructions and/or state requiremme9t�s, The usse of interlocked double stacks of concrete blocks may be required by the home manufacturer or state. Check -v iifh-the Mott recent regulations in your state. � , , j � DE - Page 3�a1i# i /2001 � V GENERAL INSTALLATION INSTRUCTIONS SITE PREPARATION It is necessary that the home site be properly graded and sloped to prevent water and moisture from standing or flowing beneath the home. See manufacturer's home installation manual and state requirements for grading and other site preparation. FOOTINGS AND FROST LINES The Vector Dynamics Foundation System can be placed directly on top of the ground after clearing all loose vegetation. In areas where frost line/poured footers are required, the Vector system for concrete is used. See pages 8 & 9. FOUNDATION/FOOTING SPECIFICATIONS FOR VECTOR PADS Vector Pads must be used in.:place of conventional foundation pads for each Vector foundation system. Each (set of) Vector Pad(s) provides two or three square feet of pier bearing support. Vector Systems should be spaced as evenly as possible along the length of the home, with one Vector system within two feet of each end of the home. For pier locations in between the Vector Systems, use the foundation pads normally recommended by the home manufacturer and/or state requirements. Pier heights in excess of 24 inches or when unequal must follow instructions printed on page 3 of these instructions. Nominal 3-1/2 inch or 4 inch Schedule 40 PVC pipe or TDE steel compression strut (#59043) may be used only when the pier heights are similar on fairly level ground. Steel strut and PVC are not permitted when metal pier foundations are used. The adjustable galva- nized steel compression strut, #59043, is attached to each inside pad with a 1/2" X 2-1/2" grade 5 carriage bolt and can only be used with the swivel connector on strap. The grade 5 bolt attaches the swivel connector and the steel strut to the pad. When the swivel connector is used with a wooden or pipe compressive member, the vector diagonal connector should be part #59279 not #59276. After tightening the end grade 5 bolts, adjust- ment bolt is installed through the two square steel compression struts to lock them in place. Foundation pad size and pier spacing must be consistent with home manufacturers' instructions and/or state requirements. LUMBER/MOISTURE - TERMITE SHIELD To cut lumber (2 - 2x4's or 1 - 4x4 per Vector system) for the center compression section, when using con- crete blocks for piers, measure center to center frame (I-beam) distance and subtract 16". When using METAL PIER STANDS, measure center to center frame distance and add 16". 3-1/2" or 4" nominal schedule 40 PVC pipe meeting ASTM D1784 or Tie Down's steel compression strut (#59043) may be substituted for lumber as the center compression strut under certain conditions described above. Pipe adapter bracket, part #59281 must be used with PVC pipe simultaneously with the Inside Tie Brackets, part number 59276. The pipe adapter bracket is used on top of the pipe and under the Inside Tie Bracket. In certain regions the optional Moisture Termite Shield may be required between the lumber and ground. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths are the same, the pre-cut boards will also be the same length in each Vector set-up. STRAP TENSION All strapping must be tight upon assembly of the Vector system. Tests have been conducted with "hand tight- ened " strap in the Vector system to remove the need for specific tension specifications. Hand tight is defined as removing all slack with minimum of movement available when pressing on the strap. While subsequent tight- ening of the straps is not required, straps should be checked after any strong wind conditions, just as conven- tional anchor tie down straps should also be checked, to insure the maximum performance of the foundation system. A minimum of two factory 1/4" spot welds must be used when straps are connected to the swivel con- nectors with welds. ITE Wu •, .R,. Vii. DEPAR Page 4AD Olaf nia,, 001 Set -Up Instructions for the Vector Dynamics Foundation System #5900% (Kit #59007 is interchangeable with Kit #59018) 1. SET VECTOR FOUNDATION PADS LongShort Clear all loose vegetation from the immediate short u -bolt u bou U -bolt area where your Vector foundation pads will rest. Press or hammer pads into the ground. r Tip: Place a 3/8" nut on each U -bolt to keep it in place while you position the Vector pads. Ell 2. SET BLOCKS (OR PIERS) ON VECTOR FOUNDATION PADS Center the foundation blocks over the Vector pads. Place the pre-cut 4x4, 2x4's (side by side), Schedule 40 PVC (w/PVC adapter plate, part #59281) or 1 adjustable TIDE steel compression member, (part #59043) tightly between the blocks, with ends resting on the Vector pads, and centered on each U -bolt. 3. OUTSIDE TENSION BRACKETS Attach an Outside Tension Bracket to the U -bolts on the outside of the foundation blocks and Vector pads. Place one of the short 6"- 2x4's between the bracket and Vector pad. Adjust the short 2x4 so that it pushes against the foundation blocks, removing any space between the piers and center compression section. Tighten the 3/8" bolts. 2 square foot pad placement or (1) 3 square foot pad 4. INSIDE BRACKETS AND STRAPS Attach the Jnside Tie Brackets to the U -bolts over the pre-cut boards or PVC. Attach a strap with hook to each inside tie bracket. Tighten bracket. When using looped strap and a crimp seal, in place of the hook, place a 3" long section of strap, folded in half and inserted between the strap and inside tie bracket. Place other end of strap over the opposite (- beam and continue down to outside of the foundation blocks. Attach the strap to the Outside Tension brackets using the slotted bolt and nut provided. Wind strap a minimum of five times around the bolt. Continue tightening the slotted bolt until all slack has been removed• and the strap is tight. 5. SET ANCHORS Refer to section home drawings for anchor installation information. Stabilizer plates are required for diagonal ties only. Preload anchor against stabilizer plate. Make certain all slack is removed and strap is tight. For single section homes in rocky soil conditions in Wind Zone 1 only (S it 2sp i cations 2 & 3 only), use minimum of 3 each V -Drive anchors per side. See drawing on page 6 for p a ernent ; . Page 5 California�001 Set -Up Instructions for Vector System #59018 (Kit #59018 is interchangeable with Kit #59007) Long U -Bolts 1. Set Vector Pads Clear all vegetation where pads will rest. Place a long U -bolt in pad as shown. Press or ham- mer pad into the ground. 2. Set Block or piers on pads. Center foundation blocks or piers on pads. Place pre-cut center compression member between blocks, resting on pads, centers between U -bolts as shown. 3. Outside Tension Bracket Attach outside tension bracket as shown to out- side of pads. D � Q dr Jr y 4. Inside brackets & straps Attach the inside tie brackets to the U -bolts over the compression member. Attach a strap w/hook or swivel strap w/nut/washer & bolt (washers are required). Place other end of the strap over opposite I-beam & down to outside tension bracket. Cut strap 12 - 15 inches past bracket: Attach strap & slotted bolt in bracket. Tighten strap until tight with 4-5 wraps around bolt. Repeat with opposite strap. Page 5a MR, rnja 4 Vector Dynamics Metal Pill For metal piers, place the piers in the center of the Vector pads. Set the single 44 or two 2x4's through the piers, centered in the U -bolts, so that the board(s) overhangs the Vector pads on each side by about 2'. Outside Tension brackets attach the same. Inside tie brackets mount 'upside down' as shown in drawing. Metal piers using the Vector system can only be used on level ground installations. Conventional pier adjusters must be placed under beam with upturned edge directed towards the outside of the home. Pier capacity rating and spacing must be consistent with home manufacturers' installation instructions and/or state requirements. When using METAL PIER STANDS, cut lumber (2 - 2x4's or 1 - 44 per Vector system) for the center compression section, by measuring center to center frame distance and adding 16'. Optional Moisture Termite Shield may be required in certain regions. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Adjustable steel strut (#59043) and PVC Schedule 40 pipe are not permitted to be substituted for lumber when using metal pier stands. V -Drive System for rocky soil Installation: conditions '�.. V -Drive anchors are used only with Zone 1, single section homes. - Soil Class 1,2,& 3. V -Drive anchors are used only in Wind Zone I, on single section homes in areas where rocky soil conditions do not allow a conventional helix style anchor to be installed. For solid rock, Soil Class 1, predrilling of holes for the V -drive rods is recommended. Vector Systems are set following the general set up instructions provided. With the V -Drive anchor, the short 2x4 boards used with the outside tension brackets are discarded. In place of the short 20's, a longer 20 is used as per the diagram above. This 20 board should extend from the base of the Vector pier set to 5 inches from the side wall of the'home. Place the V -Drive head over the end of the longer board. Using a heavy hammer or electric hammer gun, drive the three V -Drive anchor rods through the V -Drive heads at an angle of approximately 45 degrees under the home. The rods must come to a complete stop on the V -Drive head. Attach a strap with hook, buckle or beam clamp to the frame and attach to the V -Drive head with a slotted bolt. Cut the strap endQo t erj° inche3� tie, anchor head to allow at least five wraps around the slotted bolt. Continue tightening strap until all slack is out and5strap•is-tight.t' Page 6 Cal�ifo a�� A001 Vector Dynamics Foundation Systems error namics Component Parts List ° Vector System 2000 Kit # 59018 Single piece pads with straps ® and slotted bolts Part #'s included: 59310, 59288, 59135, 10925, 59279, 83044z, 59232 & 59732 e _ m — �° ° Vector System. Q o Kit # 59007 __ ••� - °° Ute' Part #'s included: 59275, 59282, 59276, 830442 & 10999 sEjiie� Concrete Vector System _ Kit # 59008 (for single stack blocks) ®o o ®o c Part #'s included: 59277, 59282, 10530, 83044z, 59279 & 59232 Part #'s included: 59273, 59282, 10530, 83044z, 59232 & 59279 Page 7 Concrete Vector System Kit # 59006 (for double stack blocks) Vector Dynamics Foundation Systems Component Parts List Vector 2000 3 Sq. Ft. Pad Part # 59271 1 required with 59026 Longitudinal System 2 required with 59024 Lateral System .. ® Vector lateral Hardware Kit ® Kit # 59024 0 0 (for use with 59271) 0 Part #'s included: 59281, 59288,10925, 59232 & 83044z c o V Drive Anchor Kit Kit # 59287 (for use with Kit#59007 only) ®Q o ®o 0 Part #'s included: 59269, 59113, 59282 & 10999 Adjustable Steel Compression Strut P/N 59043 Or these products available at your local hardware store Less Jte `<ee,0) ,�AIP 1eaA V% 0< I Zea ZOPVGP\pe q ScheaU\e - Q A. Schedule 40 PVC pipe: 3-1/2" or 4" nominal schedule 40 polyvinyl chloride pipe or conduit made from type 1, grade 1, with cell classification 12454 as defined in ASTM D1784. Compound dimensions and tolerances in accordance to the requirements of ASTM D1785D. Color can be gray or white. Outside diameter is 4 inches. B. Ground Contact Rated Wood: No. 2 yellow pine or equivalent, pressure treated to AWPACI-1990 mini- mum, stamped "Ground Contact Rated" on wood or on label attached to the wood when purchased. Comm-., Page 7A ICalifornia/2001 Vector Dynamics Individual Component Parts Detail Vector Dynamics Single Block Pad Part # 59275 1 Sq. Ft. 12 gauge, used in pairs 16-3/16" X 9" x 2-9/16" Vector Dynamics 2000 Single Block Pad Part # 59310 2 Sq. Ft. 12 gauge 18.719" x 15.625" x 3" Vector Dynamics Single Stack Concrete Pad Part # 59277 12 gauge 17-1/4" x 11" x 5-5/16" Vector Dynamics Double Stack Concrete Pad Part # 59273 12 gauge 18.75" x 18.625" x 5.188" Vector 2000 3 Sq. Ft. Pad Part # 59271 - 12 gauge 22.5" x 19.418" x 3" ® Vector Dynamics Tension ° ° Part # 59282 6.25" x 2.52" x 3" D D Vector 2000 Tension Link D o Part # 59288 2.125'x 2.375" x 2.06" O Concrete Wedge Anchor Part # 10530 3/8" X 3-1/2" Link Slotted Bolt Part # 59135 �A. 3" x 5/8" Long U -Bolt w/Nuts & Washers Part # 83044Z 3/8" x 4" (16 Threads Per Inch) Page 713 ® ® Short U -Bolt w/Nuts & Washers Part # 10999 3/8" x 3" (16 Threads Per Inch) Protecto-Strap Carriage Bolt w/Nut & Washer a Part #59276 p Part # 10925 6.3" x 3.3" x 7/8" ® 112" X 2-1/2" Strap Protectors Qa Protecto-Strap Part # 59232 Part # 59279 6.3" x 3.9" x 7/8" 0 PVC Adaptor Part # 59281 ® Carriage Bolt w/Nut & Washer 7.25" x 4/56" x 1.42" Part # 10624 3/8"-16 x 4.5" Tie Down Marked & Certified G60 Galvanized Strapping Model Part # Length MS35 59150 35' MS37 59155 37' Tie Down Marked & MS42 59160 42' Certified G120 MS60 59165 60' Strap w/Swivel Connector MS600 59170 600' Part # Length 59732 12' p 59734 14' o.. 59736 16' Frame Tie w/Hook 8 ft. P/N 59195 10 ft. P/N 59210 Earth Anchors 12 ft. P/N 59211 o ,x 0 Longer Lengths Available 30" x 3/4" with 2-4" helix Black Paint: Part #59095 Galvanized: Part #59079 r Earth Anchor Stabilizer V Drive Head 12" wide Part #59269��� .'",`'�.'.�n"i Black Paint: Part #59292 Galvanized: Part #59294 o:: Drive Rods c e o ® Part #59113 0 F8, RN fro riia 1 Vector Dynamics System for Concrete Applications 1.., ctor Instructions for Vector Kit #59008 (for single stack blocks) r z Or Vector Kit #59006 (for single or double stack blocks) Page 1 of 2 These instructions are an addendum to the standard Vector Dynamics instructions. Read and follow all applicable instructions and guidelines in the Vector instructions and home installation manual. The Vector system for concrete pads applies to concrete footers, runners and slabs. Minimum size of concrete per Vector pier is 24" x 24" x 4"(for part #59006 or 59008) or 18" round X 12" deep (for part # 59008 only). The bottom of footers must be below the frost line or a minimum of 4" below finished grade whichever is greater. Concrete rpust be a minimum of 2500 PSI and sufficiently cured and set to accommodate an anchor bolt to its' full load resistance. 1. Determine location of pier sets where the Vector systems will be located. 2. Place one Vector concrete pad (gals. metal) on the concrete where the pier will be located, centered under the I-beam of the home. Place the upturned edge towards the center of the home and directed to the opposite Vector pier. Do the same for the opposite Vector pier. 3. Measure the distance between the two Vector system pads at the base where the Vector pad meets the concrete. Cut two ground treated 2x4's this length and place between the piers as shown. 4. Place a long u -bolt under the 2x4's and through the holes of the Vector pad as shown. 5. Place the concrete pier blocks on the Vector pad. Center the blocks under the frame. The upturned edge end of the Vector pads should be up against the inside of the pier blocks. 6. Build vector piers but do not wedge at this time. 7. Using a concrete drill bit, drill two 3/8" diameter holes on each side into the concrete using the holes in the Vector pad as a guide. Drill the holes 3 inches deep. 8. Place an outside tension bracket on the Vector pad as shown in Illustration one. Line up the holes in the bracket, Vector pad and concrete pad. Illustration One Vector pad for concrete Concrete footer Page 8 Wood Cap and wedge Outside Tension Bracket edg'eL'f�.' -/001 Vector Dynamics System for Concrete /applications Instructions for Vector Kit #59008 (for single stack blocks) or Vector Kit #59006 (for single or double stack blocks) Page 2 of 2 9. Put a washer and nut on one of the 3/8" x 3-3/4" wedge anchors provided. The nut should be screwed on enough to have 1 or 2 threads showing on the top of the bolt. Place the wedge end of the bolt into one of the holes, going through the outside tension bracket, metal Vector pad and into the concrete. 10. Using a hammer, tap the wedge bolt into the hole. Maximum height for expansion bolt above concrete is.2". 11. Repeat for the other hole in the outside tension bracket and the two holes on the other Vector system pier set. 12. Place an inside tie bracket over the u -bolt so that the lip of the bracket is between the Vector plate and concrete blocks. Place washers and nuts on each U -bolt. Do not tighten yet. 13. Attach a strap with hook or crimp seal to the inside tie bracket, with sufficient length to go over the opposite pier and down to the outside tension bracket, plus 12 inches for wrapping the slotted bolt. Repeat for the opposite side. 14. Tighten inside u -bolts at this time. 15. Use the outside tension brackets to remove any space between the outside tension brackets, concrete blocks and the inside edge of the Vector pad, by tapping the brackets with a hammer. 16. Wedge the pier set at this time. 17. Using a 9/16" socket wrench, tighten all of the wedge/anchor bolts, securing the outside tension bracket and Vector pad to the concrete. 18. Using a slotted bolt in the outside tension brackets, insert strap through slotted bolt with end of strap aligned with outside edge of bolt. Turn slotted bolt until straps are tight using at.least five turns on the slotted bolts. Illustration Two Vector pad e i for atV� concrete Inside' - "- Tie Bracket i +.,vi Concrete Compression ` f 04 boards �s C()UIN i° U -bolt 9 Page "� �= 9 l iforKPAR.6/2001 tD c WIND ZONE I 1 � Vector Dynamics Systems Required 1 for Single Section Homes (Materials Required) On h terns' " - - - - 2 �ti s� a9�n9 fOC\ta\\atton manUa\ ,e pF a eneta\ sp home \n o Psho n9 rnuSt be to I ds a _Vo nd3J%O I — t c —lola—It vvI 111lu,I- Il la, luldutur urs Instartatron instructions and/or state requirements. / Maximum allowable working drag load for the Vector System with the steel compression strut is Soil Classifications: 2, 3, 4A, & 46 3,150 pounds per K2 Engineering test report. WIND ZONE I Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095),12" stabilizer plates (55292), (not t0 scale) 1-1/4" frame ties w/4725 lbs. min. breaking strength. �2 sq. ft. pad/ Home Length Vector Systems Required Anchors Required Per Side 0 to 72' 3 2 73 to 90 4 3 * Anchor and stabilizer plate combination Each Vector Foundation System requires V One Vactor Kit, 2 slotted bolts Y 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break), ¥ 1 ea. 4 x 4 pressure treated wood compression member Y or 2 ea. 2 x 4 pressure treated wood compression member Y or 1 ea. 3-1/2" or 4 nominal SCH 40 PVC pipe compression member V or 1 TDE adjustable steel strut WIND ZONE -1 Vector Dynamics Systems Required _ _ - -'' - ♦ ♦ ' \ Single Section Homes I' I ♦ Difficult Soil Conditions ome es. ectlon h s,skem%\ guide\\n \e s vec\o menu Pte 01 a erg ra\p 9t me°nsta\\aUon EXaRi Sho,gs g utoe to ° I , ' - - - - , ' \\wstratt d spa°`ng m- ' ads an _ - ' _ ♦ ♦ I I dation P I I \ F pun T N rn (D V -Drive anchors are used only in WIND ZONE I (not to scale) \2 sq. ft. pad/ a _ 2 ri. max IS max. o.c.ryP ,» k NOTE: Vector Systems should be spaced as evenly as is practicable along the length of the home. Pier spacing must be consistent with home manufaarrers' itstWLft Instructions and/or state requirements. Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per Soil Classifications: 2, 3, the K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': "V" Drive Anchor, Part Number 59269 1-1/4" frame ties w/4725 lbs. min, breaking strength. When using "V" Drive Anchors Home Length Vector Systems Anchors Required Each Vector Foundation System requires "V" Required q Per Side • one Vector Kit, 2 Drive Anchors, 4 slotted bolts 2 ea. 1-1/4 in. tie, length will vary with pier height (4725 Ib. min. break), 0 to 72' 3 3 1 ea. 4 x 4 pressure treated wood compression member or 2 ea. 2 x 4 pressure treated wood compression member 73' to 90' 4 4, or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression member (center compression member onl ) Y � or 1 TDE adjustable steel strut * "V" Drive Anchor, Part Number 59269 2 ea. 2x4 pressure treated wood for "V" Drive Anchor connection. Note: PVC pipe cannot be substituted for wood on the "V" Drive Anchor connections. Cs7 CD N Metal Pier Sets ZONE I Vector Dynamics Systems Required for Single Section Homes Up to 72 ft., (Materials Required) ' _ , _ -' - " home s, I seCt`On r syste oaf 9��de- ' 2 ft s%n9�n9 for velfation man 1e 01 a e�eraf sPahome lnsta ey' ( pShoWg g ust be to tratio� c�n9 m \ ` F oundat%on Pads \ I V A ZONE I i app PQ �2 sq. ft. padr �O _ -r max tYP 341t. m Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: 3/4" x 30" with 4" helix anchor (59095) 12" stabilizer plates (55292), 4 ea. 1 1/4" frame ties Materials: Each Vector Foundation System requires one Vector Kit, 2 slotted bolts 2 ea. 1-1/4 x 12 ft. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member Home Length Vector Systems Required Anchors Required Per Side 0 to 72' 3 2 73' to 90' 4 3 Anchor and stabilizer plate combination NOTE: Vector Systems should be spaced as evenly as is practicable along the length of the home. ►� 10 N 0 0 WIND ZO.NE1 Vector Dynamics Systems Required _ - - """ e se\jec� " ys a��a� 9u`de,`nes.' for Double Section Homes ofi a �2 gad pab�me°ns aNak�oo rt' (Materials Requiredl " eXamPSe °Ws 9e�s be to h°_ sttg%on -Inc ' F ound Y.y I 0.0 aA Maximum allowable working drag load for the Vector System with the steel` I compression strut Is 3,150 pounds per NOTE: Vector Systems should be spaced as evenly as the K2 Engineering test report. ;fix, is practicable along the length of the home. Pier spacing must be consistent with home manufachwers' Installation r instructions and/or state requirements. WIND ZONE I (not to scale) e..i \2 sq. ft. pad/ Soil Classifications: 2, 3, 4A, 81 413 Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: None (marriage wall anchors may be required by home manufacturer) Home Length Vector Systems Required 0 to 48' 2 48' to 71' 3 72' to 89' 4 Each Vector Foundation System requires • One Vector Kit, 2 slotted bolts • 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break), • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression member or 1 TDE adjustable steel strut WIND ZONE 1 Vector Dynamics Systems Rei for Multi Section Homes (Materials Required) Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum juired _ 6Df t pa a allnstaUa�lo� I _ en h - �d s�Pac n9 r^ust be to ` \ Fads a � F ou�dailoa P _ , I 2 hNmyx. np. . \I n N WIND ZONE 1 Anchors Required Home Length Vector Systems Required Per Side Homes up to 48' 2 Vector Foundation Systems 0 Homes over 48' 3 Vector Foundation Systems 0 up to 52' Vector systems should be spaced as evenly as Is the K2 Engineering test report, Homes over 52' 4 Vector Foundation Systems 0 up to 76' variance + or - Is allowable at each system.Pier N WIND ZONE 1 Maximum allowable working drag load NOTE: Shear wall, ridge pport posts & a beam support for the Vector System with the steel marriage wall straps & anchors may be required by the home manufacturer. compression Strut Is 3,150 pounds per Vector systems should be spaced as evenly as Is the K2 Engineering test report, practicable along the length of the home. A two foot variance + or - Is allowable at each system.Pier spacing must be consistent with the home Installation manual. Materials: Each Vector foundation system requires One Vector Kit 6. 2 ea. 1-1/4 in. ties (4725 lb. min. break) y 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member 3-1/2" 4" SCH40 �2 or or nominal Pipe compression member or 1 TOE adjustable steel strut sq. ft. pad N WIND ZONE II (Hurricane) Vector Dynamics Systems Required for Single Section Homes_ _ _ _ -_"; ome e ' I , •� n m n. s• (Materials Require.d}- - - " �� S;n9�e foc�e lahon R`anva` 9eide�i 2 actn9 nsta� _ rnp1e of a enera1 s o home I I eya ho\Ns 9 st be 1 tllvstr at^a spacing my , . _ ; \ v ` I I I ' n Pads 1 1 � dry?;:,. %'�^f' •" #�' y.x>. P r rry NOTE: For single section homes 2 with eaves that exceed 6 inches ' in Zone 2, two additional frame tie anchors with stabilizer plates (one anchor and one plate per kx_ ti� side) must be installed in additon to the number of anchors listed . ' in the chart below. WIND ZONE II (not to scale) �2 sq. ft. pad Soil Classifications: Soil Bearing Capacity: Anchors Required': 2, 3, 4A, & 4B 1,000 PSF minimum 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min Home Length Vector Systems Required Anchors Required Per Side " Eaves 6" or less Eaves over 6" less than or equal to 12" 0 to 48' 4 4 5 49' to 60" 5 5 6 61' to 72' 6 6 7 73" to 84' 7 7 8 85' to 90' 8 . 8 9 Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. breaking strength. Vector Systems should be spaced as evenly as Is practicable along the length of the home. Pier spacing must be consistent with home manufacturers' Instructions and/or state requirements. Each Vector Foundation System requires One Vector Kit, 2 slotted bolts 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break). 1 ea. 4 x 4 pressure treated wood compression member or 2 ea. 2 x 4 pressure treated wood compression member or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression membe r or 1 TDE adjustable steel Strut __X WIND ZONE II - - - - Vector Dynamics Systems Required - - - - - - - " " ofne for Double Section Homes " - - - - - - " �a�e Se°�°�,o S1 aqua\ g\3\de\tn - = (Materials Required) " - " - - - - �2 f� d° ac\ng `° \\at\°n-- . _ .,f a —a\ sP . _ �e insta - Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. NOTE: Vector Systems should be spaced as evenly as Is prat the length of the home. Pier spacing must be consists manufacturers' instructions and/or state requirements WIND ZONE II Z7 (not to scale) �2 sq. ft. pad/ Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side " 0to48' 4 4 49' to 60" 5 5 61' to 72' 6 6 73" to 84' 7 7 85' to 90' 8 8 Each Vector Foundation System requires One Vector Kit, 2 slotted bolts 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break). • 1 ea. 4 x 4 pressure treated wood compression member or 2 ea. 2 x 4 pressure treated wood compression member or 1 ea. 3.1/2" or 4" nominal SCH 40 PVC pipe compression member or 1 TOE adjustable steel Strut . ff v cn (D v WIND ZONE 2 Vector Dynamics Systems Required 3 Section Homes (Materials Required) Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. WIND ZONE 2 - y uon ' ' 2IM1P1e Oe^erat sP do pa to ,a instal\a I ` ` sha°ws 9 ust kw\35 3"d I F^u^datto 77 1yD I I I NOTE: Longitudinal stabilization Is required. Vector systems should be spaced as evenly as is practicable along the length of the home. Pier spacing must be consistent with the home Installation manual. Soil Classifications: 2, 3, 4A, & 4B Soil Bearinq Capacity: 1,000 PSF minimum Home Length Vector Systems Required it. Homes up to 48' 2 sq. pad 4 Homesover 49' N O 5 O S, Soil Classifications: 2, 3, 4A, & 4B Soil Bearinq Capacity: 1,000 PSF minimum Home Length Vector Systems Required Anchors Required Per Side Homes up to 48' 4 Vector Foundation Systems 4 Homesover 49' 5 Vector Foundation Systems 5 up to 60' Homes over 61' 6 Vector Foundation Systems 6 up to 72' Homes over 73' 7 Vector Foundation Systems 7 up to 84' Homes over 85' 8 Vector Foundation Systems 8 up to 90' Materials: 'Anchors Required: 3/4" x 30" anchor (59095), with vertical straps Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe compression member or 1 TDE adjustable steel strut VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS This Vector Dynamics Foundation system instruction is applicable only on homes set on soils classified as Class 4A 4B, 3 and 2 as described in the table below. For separate instructions for sub -soil, Class 5 conditions (above 50 in. lbs.), contact Tie Down Engineering. SOIL CLASSIFICATIONS Soil Class Types of Soils.' Blow Count (ASTM Soil Test Probe (1) D1586) Torque Value (2) 1 Sound hard rock...... NA NA Very" dense and/or 40 -up More than 550 in. lbs. cemented sands, coarse 2 gravel and cobbles, preloaded silts, clays, and corals Medium -dense coarse - 24-39 350-549 in. lbs. 3 sands, sandy gravels, very stiff silts and clays ' 4A Loose to medium dense 14-23 275-349 in. lbs sands, firm to stiff clays 4B and silts, alluvian fill 175-275 in. lbs Peat, organic silts, 0-14 175 in. lbs 5 inundated silts, loose fine and lower sand, alluvium, loess, varied clays, fill, fly ash. (1) The purpose of the soil test probe is to gage the strength of the soil below the surface and near the anchor's helical plate. The strength of the soil is estimated in terms of its' resistance to penetration (flow) under load by means of the torque probe and is measured in inch lbs. The test probe has a helix on it. The overall length of the helical section is 10.75 in.; the major diameter is 1.25 in.; the minor diameter is 0.81 in.; the pitch is 1.75 in. The shaft must be of suitable length for anchor depth. (2) A measure synonymous with moment of a force when distributed around the shaft of the test probe. Information about geographical areas of termite infestations which might require the optional termite and moisture shield when a wood compression member is used . may be m d com the local building official or may be found in the 1995 edition of the One and Tw-o-Familv DAIR YNd , Page 18 Malifo 8/2001 10-16-01 To: Skycrest Interprises Fax: 530-342-9174 Re: Beverly A. Olives AP 062-660-019 Building Permit 01-2585 Please note on the attached plot plan that the proposed mobile home is located within the front yard setback. The required setback is 50 feet from the centerline of Pinetree Lane, which is also the property line. Please send a new plot plan reflecting the required setback. Thank you! Larry Painter - Butte County Planning Technician II 530-538-7977 J-1 I 13 zl� _ ! \ -- �_..........- i J .I 1 Ll i 1 LT i I --L- I H Li I _� i r I I I I o-- 1h —1 T I H ou cz au L qu L4 el pf-- WA LL, --LJ- I I I F —LL I L F I I I IMI Wcflbrook APPROVED Suite County EnvioG e('Health UU date . C'OQczn�p-- �T IF: I i g_ eT 1� H 6a DPT �A+ ; uTlu ovr KITCHE DINING A I BEDROOM 10 ROOM ; No.2 11'-4' Q 11,-4" 1 ,1 0 ' I SIE i I 1 I 1 1-------1 ih N • - CA IHEDRAI IHRU.E41T ti MASTER I BEDROOM BEDROOM LIVING ROOM ; No. 3 No.1 21'-4" DPT ; I 13' 4" 13'4" �' I I I RECf SSED I ENTRY ` 3702CT152.5024 3BEDROOM - 2BATHS - CATHEDRAL THRU-OUT (1,198 SQ.FT.) ' (AVAILABLE WfTHOUT RECESSED ENTRY AT 1,206 SQ.FT.) 24 SERIES u OPTION DEN . PRE -INSPECTION REPORT LOCATION: �2 6 0 700f1.,v CONTRACTOR: DATE: A.P.#•66 wd ZONING: V PRE-INSPETION FOR:e% c DATE TO INSPECTOR: 3 o d PERMIT HISTORY:( ) NONE (FOLLOWS: BUILDING INSPECTOR'S REPORT Building Description: Electric: Gas: Commercial/Usage: Residential/# of Units:_ Currently Occupied AbandonedNacant Yes No Electric currently On Off Condition of Electric Natural Propane None Currently On Off Obvious Problems: Sanitation: Plumbing Working Well Working Potable Water. Obvious SewageProblems Comments- S� -,- , h ,-, r/, A -1A d , l—; -- ACTION RECOMMENDED: ISSUE: HOLD FOR 6/�I C Inspector._ q Date Sketch buildings on reverse and indicate location on property 5 POO - 13 -e) m c4 ` - ANTONETTE FRENCH 260 Pinetree Lane, ry Creek PErmit#3167-87P, til ) , ELEC- - 4 GAS ,• cTJPPO. TR REQ CTION TEST REQ_ 412•_•• 4,- 90P, E FORD, on - - 260 Pine Ln B Berry Creek (utilities/ILI 3 ELEC GAS - t COMPACTION TEST RE SUPPORT STRUCT RE Per _ MHI tal ation MH) - ry"= s.'^: .. y . �,_ y} ,� E 0� 92-3016B r� `= .rf �` ' > .. y- FORD Layton X11; 260 Pine Tree Ln, Berry Creek deck & stairs/mh " �, ter? :t � - - _ :'.'y - Z� s ,• "L,,•.�� , ... ,fit - �... -Tx. 4 r 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 AS SESSOR PARCEL NUI ER Filina Fee owNERt ►LAUNa Ao > I S f� SQ L OONr RACTOR•S NAME ow _� < Permit Fee CONTRACTORI MMUNO ADDRESS 46.00 CONSTRVCnON LENDER Plnn Checkin Fse LENDER'S MAILING ADDRESS NON-RESID. ARC 4rECT OR ENGINEER Energy Plan Checking Fee .1 ::77-3 c-� '��1a-HSL,,11P [BUILDING PERMIT xoN / / 5'3 SQ OCC. BUILDING VALUATION of Total Valuation Is *PERMIT FEE PAID SRA SHERIFF OTHER AMOUNT RECEIVED *RECEIPT NUMBER 3 3153 * TO BE PVT INTO COMPUTER OR Man Service 000A OR LESS Ma Filina Fee S 20.00 ARMYI CECT oR ENOEERI KI MANG ADDRESS Permit Fee S 46.00 SULDINO ADDRESS _ Plnn Checkin Fse s NON-RESID. ,v e- Energy Plan Checking Fee $ s POWER APPARATUS e� T ` e ek PERMIT FEE s Ex. Occup.OVTLET LnrNo. sUf)ON6gNINAME PEEL SAL 0 .30 EX. Occup. PLUMBING PERMIT Trap7.00 Filing Fee 20.00 a GEOFSTRUCT-3)R=_Each ,1 SF O Duplex1*bllehome Other Solar Wh3at um water halter 23.00 23.00 svecsv15.00 Waterpiping Each ns water heater or vent 15.00 TYPE OF WORK New O Addition O Remodel ❑ Utilities O Installation Other ❑ Buildingsewer Gas piping system 1 . 5 outletsE(992 e— Describe Work: L/L�.S >�a /( lye ;Z49 C3, 14 PERMIT FEE Mobile Home SIG W I-ee. 1 -ie ci Cooling PERMIT FEE s _E� 6.50 ELECTRICAL PERMIT F *PERMIT FEE PAID SRA SHERIFF OTHER AMOUNT RECEIVED *RECEIPT NUMBER 3 3153 * TO BE PVT INTO COMPUTER OR Man Service 000A OR LESS Ma Ilia Fee 20.00 200A w 23.00 -cw Main Service sow TO 1000A 46.00 NEWCONST, OR ADDNS. NEW pwpllq OCCUP. 4 ACC. BLDS. 3.5¢,s°. NON-RESID. MULTI.OUTLET SR @7.50 POWER APPARATUS A SWGLE OUTLET G0. Ex. Occup.OVTLET OR FDRUREg 11 200 1.00 SAL 0 .30 EX. Occup. APPS AFA I _V"ED $.00 1 Temporary Service 23.00 i Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE s (�� pv MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood _E� 6.50 Ventilation IPERMIT FEE 1 2 Mobile Home Installation Fee $ Energy Inspection Fee Is ocL CONST. _Pe TOTAL FEE $ HA2. D. FEES I IMP I FLOOD I COP I PARCEL PO I ND ISSUE This permit is hereby Issued under the applicable provisions Of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON State of Californian 0-0q Business, Transportation and Housing Agency i^ (' Department of Housing and Community Development Division of Codes qnd Standardsiw APPLICATION FOR: Alteration /ConversionDA pproval to Remanufacture D Alternate Approval ❑ Technical Services D Replacement Insignia D Coding Inspection (SEE REVERSE SIDE OF FORM FOR INSTRUCTIONS AND ADDITIONAL INFORMATION) CONTRACTOR/OWNER BUILDER DECLARATIONS Not required /or Special Purpose Commercial Coaches or Recreational Vehicles 1. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Divis'on 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. Exp. Date Contractor Data 2. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Ct,ntractors License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars($ 500).): owns: ,.'. -reperty, or my c.npleyeas vatn wages as their ^t^ ^ !!! : '7c work, and the structure is not intended of ottered for saie ISec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractors) licensed pursuant to the Contractors License Law.). r T.W.am exempt under Sec. , B. & P.C. for this reason: Owner / Date 3. WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I II 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 I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (This section need not biT —coinpletedif the permit is for one un re dollars ($100) or less). I I 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 workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Applicant Date WARNING: PEf79ATF01T — COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS is 100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. 4. CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec.3097, Civ. C.). Lender's Name I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county to enter upon the above- ntioned prop rty for in ec on purposes. HCO 415, �F a� // SECTION 1 - UNIT INFORMATION I/We are requesting services for the following unit(s): (Check Appropriate Box) Manufactured Home/Multi-Unit Manufactured Housing Manufactured liome/Multi-Unit Mfg. Hag. Component Structure Recreational Vehicle Commercial Coach (Occupancy Group __ 1 Special Purpose Commercial Coach Decal or License No. /7 ,J D / W Serial Number(s) 5 �� Manufacturer Name/ rte, �'r 1 L14 J Model Name f Year of Manufacturer Insignia/HUD Label Number(s) _SCI{ 41'7i 062-50-0-116 92-3016B FORD, Layton 260 Pine Tree Ln, Berry Creek deck & stairs/mh f' I This set of plans and specifications MUST be kept on the job at all times and it is unlawful to crake any changes or alterations on same, I p , taut written permission from the Depa 9# I tPublic Works, County of Butte. f 1 ) A semack of 5 ft. from'the (roerty lines and a setback of NOTA--All Materials & Workmanship Shall Be In p p Accordance with Recognized Good Practices and 50 ft. from the road centerline shall be clear of i of a quality prescribed for the Specified use .in -the structures or equipment except X Uniform Building, Plumbing & Mechanical Codes.ancl for a 2 ft. eave overhang. AA4 the Nationd Electrical Code. � Gtr ep`_rr ?� BUTTE COUNTY BUILDING DEpARTMENT ..APPROVED z Q b'J '4/4' iel RESIDENTIAL62-50- 116 4124-90P,E FORD, Layton 260 Pine'Tree Ln, Berry Creek (utilities/MH) 1 r I k k t i `! eQ Ag aalaw OlUiO3;13 Ag W bJ . ssajppd OFFICE COPY I; Address GASb Meter o A41ZDate ELECTRIC Meter By Date JOB FINALED (Date) Z Signature MOBILEHOME INSTALLATION ACCEPTANCE COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS — 7 COUNTY CENTER DRIVE i OROVILLE, CALIFORNIA 95965 — TELEPHONE: (916) 538-7541 PERMIT N0. Address or location of mobilehome t. Owner's name LG ✓'� // Owner's address ��: c 4 Insignia or hud number �.-�l�/✓- /4"917 6 79Xll Manufacturer's name � J _ Serial number of V.I.N. C / 3L% / Year of manufacture J— icia'^ppd'ovijrWInstaI Iation) IF THE MOBILEHOME IS MOVED OR RELOCATED, THE MOBILEHOME INSTALLATION ACCEPTANCE SHALL BECOME INVALID. THIS FORM SHALL NOT BE USED WHEN THE MOBILEHOME IS INSTALLED ON A FOUNDATION SYSTEM. 5138 White -*Owner, Yellow - Installer, Pink - D.P.W A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this Date— In3pector COUNTY OF BUTTE ............ DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 Ai 7 County Certer Drive, Oroville -:hone: 538-7541* 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this Date— In3pector .. -• _.. • a. —� :,.r.ier"...i •..^ice.: ff*.r.- erg"„ -=•►-R rL-. <`mFL L.a. �4j"�"'- " COUNTY OF BUTTE +, q DEPARTMENT OF PUBLIC WORKS 196 Memcrial Way, Chico — Phone: 891-2751 7 County CEnter Drive, Orovi Ile — Phone:'538-7541 747 Elliot- Road, Paradise — Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional a<planation, please contact this office immediately. t� 12vo `bcCF! A2 0 e✓ �/Gl et Q) G .S 0. JOI,— rC> X /le, .-J ✓o HZ C �♦ e+ Dat%Z h/�f�% Inspector COUNTY OF BUTTE DEPARTMENT OF -PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 �; N 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE T NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Date ��// ? A-" Inspector��11 COUNTY OF BUTTE DEPARTMENT OF PUBLIC•WORKS 196 Memoriel Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott R7ad, Paradise— Phone: 872-6307 CORRECTION NOTICE .11;? -4 7--q6) R W A routine inspection indicates.that the following violations of County Ordinance exist at the above address ani should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional expllanation, please contact this office immediately. Glomi An All Date � D Inspe•:tor AX✓ r v=Ok O=Not OK Not = Not Reaadyable' MOBILE HOMES Date O OME UTILITIES Plans OK except Date_i2_ 1 1fpirring Requirements -Setbacks -Easements b S ; S cial MH Support Sketch MOBI OME INSTALLATION Plans OK except #'s 3. S r; ation-Test-Fall-C/0 Concrete Location -Test -Easement Needed (Sketch) 7� -x E ctricity; Location-Clearences-Grnd-/ /Amp -C F a as; Location. -Test -Wrap: / /"L'ft. ' Clearance 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; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Coonectors Shthg -Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures i 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date (/ Card B-1 /u" Date Card B-1 f I 11. Ext.; Steps -Doors -Landings Date_i2_ 1 Card B-1 Date Card B71 b Date MOBI OME INSTALLATION Plans OK except #'s g Requirements -Setbacks Easements Date Card B-1 Date Card B-1 Footi gs; Size -Spacing -Marriage Line 'Date Card B-1 Date Card B-1 a Test-Demand-Valve—Co Date POOLS (Plans) OK except #'s lectric' ;-MH Test -Crossovers -Breakers -Clearances 1. Setbacks -Easements M_H Test -Fall -Flex Connector.. 2. Soils; Compaction -Structure Stability er H Test -Regula " - onnector 3. Pool Structure; Steel -Connections -Thickness and Sewer Connected -C/O to Grade -HD Approval Dead Men -Lining Gas Kid Eta tricity Tagged 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI s; Insp.-Sketch 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed Vtu7. Cert. of Occupancy 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Date— 17;(7,j Card B-1 Date Card B-1 Boxes -Enclosures -Panel boards -Ins. to Main in Conduit Date , Card B-1 Date°"° Card B-1 9. Health Department Approval G 10. Plumb.; Cir. Test -Water Supply Test /10c) /f ✓�V / z06 J/, 1301 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓=OK O = Not QK,- = ot'Ay ble Not Ready RESMENTIAL�(Single•& Duplex) =N Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope c. rig., main; sons-tiec. urna.-r r rig. uepin 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties -Pu rlin -roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main;Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Range Circ. / / ga. Cu or Al -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 39. Sils, Proper Material & Anchors 40.Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing KO=4 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting* Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One T -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. 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 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes & Labels 67. Stairs & Rails 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door; Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor-Mech. Protection 75. Plb., Elec. & Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps . 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 81. Stucco; Brown -Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation Throughout House 87. Glass Protection 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates 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: (NOTE: An entry must be made each time you visit job site) COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 4267-90 APPLICATION AND PER.M.1 ASSESSOR PARCEL NUMBER 62-50-116 ZONING -%1i BUILDING PERMIT OWNER LAYTON FORD TELEPHONE S0. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 15 Pine Tree Lane, Berry Creek 95916 CONTRACTOR'S NAME ownpr TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN C Total Valuation $ Filing Fee $ 1000 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehomea Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 0.00 e TYPE OF WORK rrYY New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation 9X Other ❑ Describe work: MHI/4124-90 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 10OR LESS P OR 00 AMSLESS 10.00 Main service EA. ADD'L 100AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions Of Chapt. 9, Div. 3 of the Business(POWER and Professions Code and my license Is In full force and effect. License No. Classification I, as the owner, Or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OeeuPM OR ADONIS.ACG. BLDGS. I , 2/Z¢sgft NEW OUTLET NON•RESID, BRANCH CIRCUITS) 2,50 ea APPARATUS SINGLE OUTLET CIR.e EX. OCCU OUTLETS OR FIXTURES P 20®50¢ SALO 30 FIXED APPLNS. OR EX. Occup. OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. �Virin 9 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling g Hood 3,00 Ventilation Penult Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes.TOTL I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expens s which may in any way accrue agains aid -o ty inconsequenc of the anting of this permit. X ��> III�t Date « Applicant — Owner tat Contractor ❑ Agent Signatu i41.rmit An OSht' is required for excavations over 5'0" deep and demolition or construct- ion of sft uctures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE A A FEE $ 70.00 HAZ cuA PARK F� P P ISSUE' This permit is nereby issued under si ins of the Butte County Code and/or work indicated above for which DIRECTOR O PUBLIC By PER EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date 1211.2190 Receipt No. 84698 WHITE-D.P.W.. YELLOW-ASSFSSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE"- DEPA 1i IC WORKS - BUILDING DIVISION 7 COUNTY CENTER.DRIVF _-OROV1'21E, CALIFORNIA 95965: TELEPHONE: 916/538-7541 _t. PERMIT A?'R 4 -TION DATA SHEET \ Permit No. OWNER fi- ��� A. P. No. 0 Proposed Building Use �`'/��r Bui Iding Inspector �� S Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . ............... ....... ....:..... 2. Plot plans In duplicate/triplicate, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans . . 5. Hazardous Material Firm .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings ............... 8. Engineered truss detail= and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ ........................ 11. Chico Urban Area fees paid ................................... Park fees paid ................. 1 Oe=4)_ o.v�� p.. -,`School `School District fees paid .............. 1-1 f-1 - 9() Sanitation approval from It Health Department 15. City of Chico plumbing:permit..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be -equired. Contact Land Development Section DPW 19. Driveway permit (con3truction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license i iformation (No., Name Style, Classifications ... 22. Certificate of WorkmEns Compensation Insurance ................... 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Ag-icultural Acknowledgment Statement ......... 25. Letter of signature au-thorirption................................... 26. 27. When you issue the permit, process as follows: -Mail tto.Qwner. Mail to contractor. Telephone �$4'- 3-3Voand hold for pickup at _:-r- office. Deliver w./inspector. Other 4 r Qf% Appl ican Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By. The following data must be submitted prior to perm) issuance_: (C_ircle_new_,item not checked above). 1. Index permit for above "mems No.�" 2. Additional items required: -1 - r Contractor, designer, owner, waE advised of above required data by_phone_mall—counter by ..date Contractor, designer, owner, waE advised of above required data by—phone—mall—co nter by date Plans checked by Date Plans apprbved by ' Date Sets of plans on hold i.i Fi.le cabinet AP folder Copy—DPW ' COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California'95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. y Q_'7- 90 ASSESSOR PARCEL NUMBER zoe;;NG _ _ BUOLD ING_PERMI.T •�SQ..FT. OWNER ` TELEPHONE OCC. BUILDING VALUATION OWNER'S MAILING ADORE 9�Q/6 CONTRACTOR'S NA E TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN c Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 10.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ aj� Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ 2 B 0 PLUMBING PERMIT Filing Fee 10.00 ' a bee Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5,00 USE OF STRUCTURE SF ❑ Duplex❑ MobilehomE�— Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home I S I G W 0.00e TYPE OF WORK COition ❑ Re�m�odel ❑ Utilities ❑ Installatin]tLJ Other ❑ Describe work: % i/_ iV/ - C,Jp�7/'_ gt2A4LA_ APy/ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service j00VAMP OROR LESS10.00 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ElI, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING oc c UP.& OR ADONS. ( ACG. BLDGS. , /20sgft NEW CONSTR. ULTI.OUT NON•RESID L BRANCH CIRCITS 2.50 ea POWER APPARATUS e ( SINGLE OUTLET CIR. ) Ex. Occup(OUTLETS OR FIXTURES 20@30t eAL030 FIXED EX. Occup. OUTLETS (RESID IAPLNS.REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3,00 Ventilation permit Fee ; Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structuress over 3/stories in height. Mobile Home Installation Fee $ 41 C) O p Energy Inspection Fee $ Occ I CONST TYPE TOTAL FEE HAZ I CUA PARK I SCHL I FLO PAR PD HD ISSUE This permit is nereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date Receipt No. i5 0 �. ©a WHITE-D.P.W.. YELLOW-ASSE330R. PINK -INSPECTOR. GOLDENROD -APPLICANT BUTTE COUNTY SCHOOLS DEVELOPMENT°FEE CERTIFICATION FORM =(One'Form per Building) A. P. Number ��,-�.. //6 Building Department No. School DistrictOeA City U County ® Jurisdiction Property Owner g r) -o,-J Project Location/Acdress Reo - L"irt `1"" � iC ✓`� %�t�2.ey C,e y� Subdivision Lot Number Residential Development: a Sq. Footage 7`� # of Living MHI Addition (Group R) Units Commercial/Industrial: Sq. Footage New Addition (Including Exterior Roofed Areas) t Representative Date (Floor Plans reviewed by School District Personnel) rict Id No. 7 1 0 Applirignt 'NName „_(Street `Acdress ty) x . School District certifies that State U J has complied with the requirements of Resol by .the�,,payment of 1 / School str i$t- Rep rlesentative PAID BY CHECK NO. REMARKS: BANK NO PAID BY CASH a/ x— white -app ica t, y low -building d•.� SCHOOL . FEE (8/88). Phone Z-ip Code) Q t50--' 0 sentir4g square feet. Date 1 J ar�tm6n nk-schoo 0 a _COUNTY OF BUTTE -Department of Public Works 7 County Center"'Drive',. Oroville, CA 95965 Phone: 916=538-754.1 014NER-BUlLDFA VERIFICATION Attention Property Owner: . An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. �1 I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) 0,, 2 Q I have/have not) ) a t— - signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work 'Signed: ' Property Owner Social Security NumBeni °?- Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832iof the California.Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. r COUNTY OF BUTTE - D�-PARTPENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT N9. ZV •` iq ASSESSOR PARCEL NUMBER 62-50-116 ZONING U BUILDING PERMIT OWNER Layton Ford TELEPHONE 589-3340 S0. FT. DCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 15 Pine Tree Lane, Berry Creek 95916 CONTRACTOR'S NAME Owner TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER None UNKNOWN c Total Valuation $ Filing Fee g $ LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER None LICENSE NO. Plan Checking Fee $ 15.00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 260 Pine Tree Lane BerryCreek Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex[] Mobilehome® Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home G W 10.00e 30,00 TYPE OF WORK New❑ Addition❑ Remodel El Utilities EX Installation❑ Other❑ Describe work: __ 1 Bedroom Mn Permit Fee $40.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP OR1 OR LESS1 10.00 10,00 Main service EA. ADD'L too AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING occuP. OR ADDNS. ACC. BLDGS. � ) 2/z¢sgft NEW CONSTRMULTI-OUTLET _NON, R ESID BRANCH CIRC ITS 2,50 ea POWER APPARATUS 6 SINGLE OUTLET CIR. ) Ex. Occup OUTLETS OR FIXTURES 20@50t SAL@30 FIXED APPLNS. OR Ex. OCCUp. OUTLETS IRESID.I EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 1 15.00 15.00 Misc. �yirin 9 15.00 Permit Fee $35.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling g Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and a enses which may in any way accrue again sal unt ence of granting of this ermit. X '� Date _ ��— � Signatu aof Applicant — Owner Contractor ElOwner❑ An OSI -t permit is required for excav tions over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE AL TOTAL FEE $ 90. 0 HAz CUA PARK L IP o HD I u This permit is nereby issued under sions of the Butte County Code and/or work i "cate above fo which ECT O PUBLIC B PE RMI EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Da 2 s Receipt No. 84551 WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT TIE, J � COUNTY OF BUTTE - DEPARTMEN�PUBLIC WORKS - BUILDING DIVISION 7 COUWTY-CENIIER DRIVt - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET Permit No. '} / OWNER � �U W FO ✓� P. o. 6" "J� � — �( Proposed Building Use Building Inspector Date Il 3D At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED Z*1. All items have been submi 2. Plot plans in duplicate-/ ri licat igned by prepare* r of plans"3 3. Complete plans in duplicate/triplicate, sighed by preparer of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... / 6. Energy Design Compl ance and supporting documentation ......... 7. Statement of Intent fo- Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installaticn data including manufacturer's installation rJ instructions .........._................................ . . .'�r'.�.% 10. Fees of $ ..................... 11. Chico Urban Area feeE paid ............................ f " •3• • • . 12. Park fees paid..........................................r.......... ool DistrApes paid .............. 14. Sanitation approval frcm eZ ✓ /' Health Department 1Z 15. City of Chico plumbing permit ..................................... ?- 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for iA) Use: (B) Parking:- 18. arking: 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (cons ruction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classification) ... 22. Certificate of Workman Compensation Insurance .................. 3. Owner -Builder Verifica-ion (Given to owner ❑, Mail to owner ❑) ..... 4. Recorded copy of Agricultural Acknowledgment Statement ......... Z — 2 Letter of signature tl-orization At 2s... ....Z `................. t L _ �__ Yo Wyou issue the per It oce s as follows: —Mail, + iltto,,owner. Mail to contractor. ,XT Telephone and hold for pickup atc��_S.__office. Deliver w/inspector. Other Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Kept. Air Pollution Date Copy of plans sent HeE.lth Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above iters No. 2. Additional items required: Contractor, designer, owner, Contractor, designer, owner, Plass checked Copy—DPW was acvised of above required data by_phone_mail—counter by ..date was aLtiised of above required data by_phone_m I counter by date Date. Plaps approved by Date i Sets of plans on hold in File cabinet ZAP folder TO Buildina Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Locati AP# Plan Approved for: Sewage Disposal -� Water Supply Fold final for: Final clearanceiiO.R. for: . Clearance for 1. bedroom mobile home. Other Water Supply Water Supply NOTE * * * Sanitarian �a�o Return -to DPW' AGRICULTURAL STATEMENT OF• AMIOWL EDGUM FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the., Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. ; The property described herein is ad jacent 90-051811 Rec Fee 9.00 1 d Check 9.00 LO an or included within an area zoned Recorded ; for agricultural purposes, and residents Official Records ; of this property may be subject to incon- County of veniences or .discomfort arising from the Butte ; use of agricultural chemicals, including, Candace J. Grubbs ; but not limited to herbicides, pesticides, Recorder ; and fertilizers; and from the pursuit 11:19am 3 -Dec -90 ; X of agricultural operations including, 3 but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive 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: Date: 12/3/90 State of CAL ) County of BUTTE .� On this the 3rd SS. undersigned Notary r�+rerrrrrrr„rrrrr.■ rrrrr� — STEVE SEXT■ ON NOTARY pUgLIG� CALIFORNIq � Personally known to me. � Proved to me on the basis VMYCOMMISSonExpires County i to be the person(s) whose name(s) satisfactory evidence. �r�rrai�nownrawnwannew - - subscribed to the within instrument and acknowledged that THEY executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. 45Z s.E /S Ak" -.6. PROPERTY OWNERS: ON E. URD da f SARA K. FORD Y oDECEMBER , 190 , before me, the Public, personally appeared Present A.P. No. STEVE notary lic SEXTON Ort7-e'r Ro. C-52321 -TO Page 5 S C H E D U L E C The land referred to herein is described as follows: All that certain real property situate in the County of Butte, Unincorporated, State of California, described as follows: Being a portion of Section 33, Township 21 North, Range 5 East, M.D.B. & M., and more particularly described as follows: Commencing at the Southwest corner of said Section 33; thence along the South line of said Section, North 880 23' 03" East, 1565.00 feet to the centerline of a 60.00 foot road easement; thence along said centerline, North 280 50' 47" East, 44.05 feet; thence North 000 47' 08" West, 206.77 feet; thence North 43° 32' 33" East, 132.31 feet; thence North 220 .02' 54" East, 116.75 feet; thence North 100 45' 48" East, 158.98 feet; thence North 070 51' 34" East, 92.77 feet to the true point of beginning for the parcel herein described; thence from said true point of beginning and along said centerline, North 210 29' 04" East, 199.70 feet; thence North 09° 38' 08" East 50.00 feet; thence leaving said centerline,'North 610 3 08" West, 173.76 feet to the centerline of a 60.00 foot road easement; thence along said centerline, South 580 09' 19" West 194.36 feet; thence South 220 48' 47" West,00.20 feet; thence South 520 07' 08" West, 13.36 feet; thence laving said centerline, South 490 36' 29" East, 177.07 feet; thence North 890 59' 41" East, 150.94 feet to the true point of beginning. Reserving therefrom a non-exclusive easement for road purposes and public utility purposes over a strip of land 30.00 feet in width, lying contiguous to and Westerly from the Easterly line of said parcel. Also reserving therefrom a non-exclusive easement for road purposes and public utility purposes over a strip of land 30.00 feet in width, lying contiguous to an Easterly from the Westerly line of said parcel. Together with a non-exlusive easement for road purposes and public utility purposes over a strip of land 30.00 feet in width, lying contiguous to and Easterly from the Easterly line of said Parcel. Also together with a non-exclusive easement for road purposes and public utility purposes over a strip of land 30.00 feet in width, lying contiguous to and Westerly from the Westerly line of said pa rcel . Also together with a non-exclusive easement for road purposes and public utility purposes over a strip of land 60.00 feet in width, lying 30.00 feet on each side of the following described line: Beginning at the Northeast corner of said parcel, thence North 09° 38' 09" East, 292.21 feet; thence North 250 40' 02" East, 149.97 (Continued) Order No: C-52321 -T0 Legal Description - Continued Page 6 feet; thence North 28° 49' 00" East, 110.00 feet; thence North 660 29'...00, East, 155.08 feet; thence North 620 14' 50" East 301.89 feet; thence Nort 050 07' 45" East, 199.22 feet; thence North 440 53' 00' East, 167.86 feet thence North 620 49' 20" East, 353.79 feet; thence North 790 45' 35" East, 268.55 feet; thence North 520 54' 15" East, 248.60 feet; thence North 310 21' 10" East, 260.67 feet; thence North 850 40' 40" East, 391.62 feet; thence South 77° 11' 20" East, 164.46 feet; thence North 66° 40' 18" East, 204.52 feet to Bald Rock Road. Also together with a non-exclusive easement for road purposes and public utility purposes over a strip of land 60.00 feet in width, lying 30.00 fee on each side of the following described line: Beginning at the Northwest corner of said parcel, thence North 260 18' 00" West, 138.54 feet; thence North 070 46' 27" East, 83.61 feet; thence North 390 57' 05"East, 164.35 feet; thence North 110 36' 41" East, 235.53 feet; thence North 590 34' 22" East, 203.09 feet; thence North 890 26' 01" East, 1 300 43' 21" East, 166.56 feet to the centerline Ofa860.00efoottroad- Sout easement. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive-- Oroville, California 95965 - Telephone: 916/536-7541 APPLICATION AND PERMIT PERMIT NO. ASSE ZO,7 AR EL NUMB q ZONI G PERMIT — .�---- ---- - -. OWNrR ` © v^ EL P o -33 SO. FT. OCC. BUILDING VALUATION OW ER'S AILING ADDRESS ^ 9S7 4/0 C TR CTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONS R CTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10 LENDER'S MAILING ADDRESS Permit Fee $ ARCHIT /CtT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ " PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex[] MobilehomeOther SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S 0.006 TYPE OF WORK New[:] Addition❑ Remodel❑ U ilities nstallation❑ Other ❑ Describe work: ds(h4 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 6001 OR LESS 100 AMP OR LESS 10.00 Main service EA. AOD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.6 OR ADDNS. ACC. BLDGS. , �2Csgft NEW CONSTR. MULTI -OUTLET NON.RESID BRANCH CIRC ITS 2,50 ea /POWER APPARATUS a (POWER OUTLET CIR. Ex. Occup OUTLETS OR FIXTURES e20 @ 301 ALC 30 FIXED APLNS. Ex. Occup. OUTLETS P(RESID IREA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury. (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee ; Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structuressooveerr 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ HAz I CUA PARK I SCHL I FLD PAR PO HD ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date Receipt No. v /-51 / .MITE-O.P.W.. YELLOW -ASSESS R, PINK -INSPECTOR. GOLOENROO-APPLICANT COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 915-538-7541 UTTER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and 'issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no)y V�. 2. I (have/have nut)r'%/� signed an application for a building permit For the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise and provide the major work: Name Address Y 11>1f City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following perscns to provide the work indicated: Name Address Phone Type of Work AI Signed: Property Owner Social Securiy Num - Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and' - 19832 of the California Health and Safety Code. =x This verification must be completed and returned to our office before we.are peVr- mitted-to--issue--the—permit•. ,,,,�On,,•. Gam' y ,max Piave- - yr aloes Nov 3 01990 90-051546 �-D 5D /��a NAME JOB# 0� OWNER'S STATEMENT: Xner(s) (We)�as Oand Trust, dated serial number state that (AW) title as Trustee(s) under Deed(s) of and recorded, under Official Records, do hereby (We are) the only part/Ps having any record interest in the Real Property Subdivided, and (V) (We) 1-:erehv consent to the preparation and recordation of the.Parcel Map being concurrently recorded under Book/2/_of Maps at Page X in accordance with Section 20-110 of the Butte County Subdivision Ordinance. STATE OF CALIFORNIA } COUNTY OF. AU.4_ 1 s s On this ... Zest, .. , day of ... NAvemher......... in the year. . . - 1990.. before me , .....the. uuderSigned.......... 4 Nota r Public, State of California, duly sworn, personally appeared. , aYton Ford and Sara K. Ford personally known to me (or proved to me on the basis of ........... satis_actory evidence), 'to be the person ... whose name... subscribed to the within instrument and acknowledged to me that ... he...executed the same. IN WITNESS WHEREOF I have hereunto set my hand and of ixed my official seal in the County Of. -Butte. .... the day and year this state- ment first above written. r'FICIALSELI Notary Public State of' GiCalif . �,.... 3:•".��1E,., E 'IR My commission expires ..3/.$/91. o NOTARY PUEUC - CALiFo)iiV'A CUTTE =,,N l r 4cco: Pry Comm. Expires Mar. S. 1991 J page 2 of 2 _. ...... - - - -�Owners"statement�� Ford NOTE: 1.) There is a 50 foot building setback line from the centerline of each access easement. 2.) Development of this parcel may be subject to water tender fees. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS .7 County Center Drive,,.Oroville, CA 95965 PHONE:. 916-538-7541 Layton Ford 15 Pine Tree Lane Berry Creek, CA 95916 With reference to the above subject: _L Attached is: OTHER DATE I Becember 4, 1990 RE: Permit Appin #4124-90 for mobile - home utilities. A.P. # 62-50-116 Application for permit Mobilehome Utilities Installation Sheet. Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced " We need the following information: Permit application signed and completed where indicated with all copies returned. Fees of $ payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor'.s License Law information or check exemption statement. Complete plans in including plot plans. Plot,plans in Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section (DPW). sets of plans in accordance with the changes marked in red. Sanitation approval from Butte County Health Department at: 196 Memorial Way, Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, .Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing ,Recorded copy of agricultural acknowledgement statement. ,OTHER A Certiricate of Compliance on parcel or a Should you have any questions concerning the above, please contact J.F. Glander of this office. JFG/aj Yours very truly, William Cheff Director of Public Works /J.F. Glander Chief Building Inspector I • M O 807051546 190-051546 90-051546 90-051546 I R@c. Fee 7.00 Check Recorded Official Records �l County of ,$utte �' Candace J. Grubbs Recorder Y ' 4J 8:01am 30- • Nov -90 ; ' r COUNTY OF BUTTE - DEPARTMEN*T.OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTtR DRIVE - OROVILLE, OF 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET Permit No.. OWNER fC7 ti F rid A P, o. Proposed Building Use Building Inspector _Date At time of permit application, I was advised.the following data must be submitted prior to permit:.processing-and/or issuance:: _L1. All items have beensubm=,, 2. Piot plans in duplicate/ 1 igned by preparer of plans. 3. Complete plans in dupl ate/triplicate, signed by preparer of plans: 4. Complete engineered plans and calcs, with wet signature on plans. - 5. Hazardous Material Form. 6. Energy Design Compliance and supporting documentation. 7. Statement of Intent for Non -Heated and AC Buildings. 8. Engineered truss details and layout in duplicate (required prior to plan check). 9. Mobilehome installation data including manufacturer's installation instructions. 10. Fees of $ 11. Chico Urban Area fees paid. 12. Park fees paid. jy hool Distri fees paid. 6/ 14. Sanitation approval from LQ_ / ���' Health Department. 15. City of Chico plumbing permit. 16. Plot plan and business license approval from City of (see City for other requirements) -17. Planning approval for (A) Use: (B) Parking: 18. Improvements may be required. Contact Land. Development Section of DPW. 19. Driveway permit (construction approval required prior to occupancy). 20. Pre -Inspection for required. 21. Contractor's license information (No., Name Style, Classification). 22. Certificate of Workmans Compensation Insurance. 3. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑). 24. Recorded copy of Agricultural Acknowledgment Statement. 25. Letter of signature authorization. 96 27. WW ou issue -the permit hproce s as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup atQ—office. Deliver w/inspector. Other Applicant Date`©-� GENERAL INFORMATION BUILDING DEPARTMENT OFFICES HEALTH DEPARTMENT OFFICES Chico. . . . 196 Memorial Way Chico. . . . 196 Memorial Way Phone: 891-2751 Phone: 891-2727 Hours: 8:00 a.m. - 12:00 a.m. Hours: 8:00 a.m. - 9:00 a.m.. Orovi I le . . . 7 County Center Drive Phone: 538-7541 Hours: 8:00 a.m. - 5:00 p.m. Paradise . . . 747 Elliott Road Phone: 872-6307 Hours: 8:00 a.m. - 12:00 a.m. Oroville 7 County Center Drive Phone: 538-7281 Hours: 8:00 a.m. - 10:00 a.m. Paradise . . . 747 Elliott Road Phone: 872-6308 Hours: 8:00 a.m. - 9:00 a.m. PLANNING DEPARTMENT —.7 County Center Drive, Oroville — Phone: 538-7601 — Hours: 10:00 a.m. - 3:00 p.m. Original — Applicant BUTTE COU?TrY DEPARtI. v`TI OF PUBLIC Tr'ORXS 7 County Center Drive, Orovi'_le CA PHONE: 538-7541 MOBILE HO1^E INSTALLATION SHEET 1. Owner's Name: / (:' ,P v, 2. Installer's Name: 3. Is the site currently under permit? Yes No i (If yes, furnish permit number — ) OR Is the site an existing site? . Yes F-1 No E:] (If yes, furnish two plot plans.) 4. Will the mobilehome be located at least 5 ft. away from septic tank and leach fields and clear of all setbacks and easements? Yes © No (If no, clarify 5. What is the mobilehome electrical rating? --------------- - Amps 6. What is the mobilehome site service rating? ------------- r L) J Amos 7. What is the mobilehome site circuit breaker rating? . ----- �� Am s P 8. Is there any other electric load to be served by the mobilehome site service? -------------------------------- Yes / No (If yes, identify the load and size: ' (mad) �' (Amps) 9.. What is the mobilehome site gas pipe size. -------------- ... .. _. (in.) •10. What is the type of gas service? ------------------- Natural El �j LPG { ' .What is the gas pipe length from meter or tank to the - mobilehome? -- ----------------------------------'---���� / f cv * 12. What is the mobilehome gas demand?p�• ----------------------- P *(This information not required if pipe length less than 6 -_� �_ natural gas or less than 50 ft. on LPG.) MOB ILEHOME SUPPORT DATA If other than single wide, Mobilehome Mfr. furnish Setup Model No. Year Width(ft.) Box Length 14.0 (ft.j Tagalong or Expando;S'ize ft. x ft. On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets (if not on file with the County of Butte). FOOTINGS (check one) F-1 1. Wood -pressure treated or foundation grade. 2. Other (specify) `.SUPPORTS (check one)�1. Concrete block. 2. Other (specify) -!- Pier Footing Sizes and Locations SINGLE -WIDE Main Beams — r _ Main Beams -Line 4 Tag or Triple Line 1 Line 1 Piers: Size -Min. ----------- 'k Spacing -Max. - ------- From Ends -Max. ------- 1 Line Z Piers: Size-Min.------------ x Location (From Front) Spacing-Max ---------- Line 4 Piers: From Ends -Max -------- Ik 11 1 0 Line 3 Roof Loads: Size -Min .------------ x Location (From Front) Line 4 Piers: Size -Min .------------ Ik 11 Spacing -Max---------- From Ends -bum .------- 1_ Line i aoor Loans: '81ze-Min.------------ Location (From Front) MULTI -WIDE Line 1 Openings: Size -Min. ------------------ IIY 11 Each Side of Openings l{ With Width Over --------- Line 3 Piers: (Under Bearing Wall only) Size -Min. ------------------ "x " Spacing -Max---------------- , From Ends -Max.------------- 1_ 1 1� Il. w .Ix nx 11 nx 11 Ilx 1/ Line 5 Piers: (Under Bearing Wells y) Size-Min.------------------ �j� 11 Spacing -Max ---------------- From ------------- From Ends -Max-------------- OWNER PERMIT MH UTIL.CLEARANCE DATE / —1/I 6 INSPECTOR ELECTRIC GAS Support Struc. Compaction . Test eq. ervice ize Other Load Type Pipe Size Len th YES NO YES NO l '90 13/ N i Q I ' r ®Ge At This set of plans and specifications MUST be kept on the job at all times and it is unlawful tc make any changes or alterations on same with- out written permission from the Department at Public Works, County of Butte. A setback of 5 ft. from the . property lines and a setback of M 50 ft. from the road centerline shall be clear of ' structures or equipment except NOTE: --AA Materials &Workmanship. S. on : Be' " fora 2 ft. save overhang. /;n./0 � Accordance with Recognized Goad P f<'rt'=�s and" of a quality prescribed for the Specifie--i use in the X42 or- AG- C,aS6IA& r ` Uniform Building, Plumbing&Mechanical Codes and < the National Electrical Code. qS g, .ter � FIs <<-24 , BUTTE COUNTY- A permit will be required for the BUILDING DEPARTMENT installation of the rnobilehwn& Q PPROV D bw j 15 v IVI COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovllle, California 95965 - Telephone: 91,6.'538-754 - APPLICATION AND PERMIT PERMIT NO. 92-3016 A33E33 R ISARCILL NUMBER 062-500-116 ZONIN U dbILDING PERMIT 11 OWNER LAYTON FORD TELEPHONE 589-3340 S0, FT. OCC. BUILDING VALUATION OWNER'S MAILING AOORE33 15 PINE TREE LANE BERRY CREEK 95916 112 JUPEN 784 j CONTRACTOR'S NAME OWNER TELEPHONE ' CONTRACTOR'S MAILING A00RE33 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation 784.00 LENOL-R*3 MAILING AOORESS _ - Filing Fee _ S 155.00 Permit Fee $ 19.50 ARCHITECT OR ENGINEER - LICENSE NO. Plan Checking Fee $ 20.00 ARCHITECT OR ENGINEER'S MAILING ADORE33 - - - Energy Plan Checking Fee $ Penalty $ . BUILoiNG AooRE260 PINE- TREE LANE BERRY CREEK 95916 Permit fee $ 54i50 PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 1 20.00 LOT NO. SUBOI VISION NAME PARCEL MAP Water piping 1 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome® Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15,00 Mobile Home S I G W - @ 15.00 TYPE OF WORK NewLj Addition Li Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: OPEN DECK 8 X 14 & STAIRS Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): 711 am licensed under provisions of Chapt. 9. Div. 3 of the Business and Professions Code and my license is in full force and effect. License �O. Classification I, as the owner, or my employees with wages as their sole compen- 36Nsation. will do the work,and the structure is not intended or offered for sale. (Sec. 7044) F-1 I, as the owner, am exclusively contracting with licensed contract-Mobile ontrac ors. (Sec. 7044) Fi I am exempt under Sec. Business and Professions Code for this reason Main service 200A TO 1000A1 I 37.50 NEW CONST./ DWELLING OCCUP.&) OR AOONS. l ACC. SLOGS. l 3.60so.ft. NEw CONSTR. ULTI.oUTLET N0N.RESID. BRANCH CIRC'•ITS @ 5.00 (POWER APOARATUS & 1SINGLE OUTLET CIR. ) I Ex. OCCl1p�OUTLETS OR FIXTURES RA0•a176a 1 F1:<ED APP LMS. JR Ex. Occup. OUTLETS (RIE -510.) EA.) I 3.00 Temporary service 15.00 Home Mobile. HHome Facilities 15.00 Misc. g I 15.00 Permit Fee S — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. .1 shall -not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such Provisions or this permit shall be deemed revoked. Contractor � MECHANICAL PERMIT I Filing Fee 15.00 Heating Coolinq Hood 6.50 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgme ts, costs, and expenses which may in any way accrue against id nt con equence of a granting of this permit. X '7Date Signature o Applicant — Owner Contractor r— Agent C]An 05H ertn't is required for e><cova ions over 5'0" deep and demolition or construct- -an of sr ctures- over 3 stories n height. Receipt o. 12293 Mobile Home Installation Fee Energy Inspection Fee OCC I CONST TYPE TOTAL $ 54.5 This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicted above for which fees have been paid. DI�LECT R 0 PUBLIC WORKS By _ Date�p2 PERMIT EX IRES Date 57-5 r-1-3'? .+w� it 'ry 'dii �..1..1+.�\•��. .� e� • - j w.`Y _ vl.. COUNTY OF,B,UTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by Date Plans checked by Date Plans approved by Date -� Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works OWNER Proposed Building Use G- Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1.All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ..................... . 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............ . 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. T 7. Statement of Intent for Non -Heated and A/C Buildings ....................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of$ .......................................... 11. Impact fees as shown on attached schedule . .............................. 12. California Department of Forestry plan approval/fees. ........................ 1 :.' 14. / 77 15. Flood elevation letter (100 year flood�,by California Engineer . ................. . Sanitation and plot plan approval 0 A -U Health Department . ............. City of Chico plurnbing permit. ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ........ 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. . ... . 20. Pre -inspection for Pre.Inspection requ�- required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . ......................... . 23. Owner -Builder Verification (Given to owner , Mail to owner _)...... ...... 24. Recorded copy of Agricultural Acknowledgement Statement . .................. �- 25. Letter of signature authorization. ........ .............................. . 26. Copy of recorded deed of parcel creation ari`d 60 right of way to a public road. .... . 27. Letter of intent on building use . .........:.............................. 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ............:.. ......................... . 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . .............. . 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other Parcel Creation�r Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Ai Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required:; Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by Date Plans checked by Date Plans approved by Date -� Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works TO Buildinc Department FROM: Environmental Health SUBJECT: Sanitation Clearance e L Owner Location AP# Plan Approved for: Sewage Disposal Water Supply Hold final for: Water Supply Final clearance O.R. for: ciearan-ce f Water Supply ,Q - d P ,,/, NOTE i Date Sanitaci'sn N A .permit will be required for the Q installation of the mobilehane, o 41-24 -qv NVi BUTTE COUNTY %-4 BUILDING DEPARTMENT APPROVD' bw 45T6� v��f•�,/ i, 0 np i S .i u N A .permit will be required for the Q installation of the mobilehane, o 41-24 -qv NVi BUTTE COUNTY %-4 BUILDING DEPARTMENT APPROVD' bw 45T6� v��f•�,/ COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Orovlller California 95965 - Telephone: 916.'538-7541 APPLICATION AND PERMIT Assess R FSARCICL NUMBER &2— — /1160 ZONIN a BUILDING PERMIT OWNER�,�,^ "1011 ��� T 6MPMONfi 5g , SS16 SO. FT. OCC. BUILDING VALUATION OWNER'$ MAILING AOORESS YS P I CONTRALTO/ W TELEPHONES CONTRACTOR'S MAILING ADDRE33 '. Fireplace CONSTRUCTION LENOER UNKNOWN Total Valuation is LENOE::'3 MAILING AOORES3 - - ARCHITECT OR ENGINEER - LICENSE NO. Filing Fee $ 15.00_ Permit Fee $ Plan Checking Fee $ Zo . ARCHITECT OR ENGINEER'S MAILING ADDRE33 - Energy Plan Checking Fee $ Penalty $ -BUILDING ADDRESS - Permit fee $ PLUMBING PERMIT Filing Fee 115.00 Each Trap I 5.00 Solar or heat pump water heater 1 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping7.00 Each qas water heater or vent 1 7.00 USE OF STRUCTURE SFE] Duplex F-1 Mobilehome� Other, 1YZA SPECIFY Gas piping system 1 - 5 outlets 1 5.00 Building sewer 15.00 Mobile Home S 1 G I W @ 15.00 TYPE OF WORK New I_', Addition I Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: X fi Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS 18.50 1 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) [j 1 am exempt under Sec. Business and Professions Code for this reason Main service 20GATO1000A1 I 37.50 NEW CONST. ( DWELLING OCCUP.h\ 9.6Qsa.ft. OR AOONS. ACC. SLOGS. /) NEW CONSTR. . UL TI_OU TL=T NJ N.R Ei 51 D. BRANCH CIRC�'ITS @ 5.00 /?OWER APO ARATUS z tSINGLE OUTLET CIR. / j Ex. Occup(OUTLETS OR FIXTURES aA°,a 76dFIXED j APPI14S EX. Occup. OUTLETS IRESIO')REA.) I .3.001 Temporary service15.00 Mobile Home Facilities 15.00 1 Misc. Wiring 1 15.00 1 Permit Fee S WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for 5100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or .a Certificate of Consent to Self -insure. ❑ .1 shall -not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant- If after making this statement sh Id b Contractor �- MECHANICAL PERMIT Filing Fee 15.00 Heating Coolinq rHood 6.50 Ventilation ou you -come sublect to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way ccrue against said County in consequence of the granting of this per71,,—' X Date `� Signature of Applicant — Owner C' Conti, tor l� Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct - :on of structures over 3 stories In height. Receipt No. I Permit Fee Contractor Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST TYPE TOTAL FEE $ MAL 10 FEES IMP I FL000 I CDF I PARCEL I PO HO ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated abovp for which fees have been paid. DIRECTOR OF PUBLIC WORKS By _ Date i OCDt1A1T GVOIDLC rl..... I COUNTY OF BUTTE.- Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property -Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification.is received. L. I personally plan to provide the major labor and materials for construction of the proposed -property-improvement (yes or no) 2. I (have/inane--eek) signed an application for a building permit for the proposed won 3. I have contracted with the following person (firm) to provide the proposed construction: Name- Address ame_Address City -Phone Contractors License No. 4. -I plan to.provide--portions of this work, but I have hired the fol -lowing person to coordinate, supervise, and provide the major work: Name Address: City - -Phone _ _ . Contractors .I;icense No:_.. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work. indicated:' Name Address Phone Type of Work Signed: Property Owner Social Security Numb Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the. California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. • iii 'ii.` •'14`• •f'•J� KWrb* j 4 kept the Jd= �Ulm=sand !t to unix lAl; to i Mae any ohana fstr alterattona an elms witawst; *miter, peruusetonl rom tub D at Poft; 1Aioacka, Qounti9 of � � i�aterwe WorkmanaWp S Be 1n �, ' a with RecognUed Owd Ptactt of a Preecsibed for the 3 O°9 and j :a tba II ding, Pb mblna pecifls�t uaa ' 004" � IitDe-�attonal Location of structures & equipment shall be as shrnvA � 0 8� clear of all eaWmeMs• d N � s '- ^' 3Y1LDING DEPARTMENT r 17iM AP:Pv O V E D � n -moo/ 4- F /tL- -FILE CO'Py //i m " 0 1 6' TYP. 1c 7 V..0 TJ n DI VIAAAN . nrk CVT" 1 GIRDERS �IYs" TitG PLYWOOD CC EXT. L1 0 z CrUARPRAIL :.6"MAX. DECKIW6 Uj ac MIN. F"obT I NC FRMN G. CLIP— KS LIP—KS �. MOBILI t OR DF 48" MTL. FRMU MAX. CLIP �ER. 4!' _ 2 GIRDER 4'X44" POST --lJD,rQU,4TE DIACONAL ��l�B��' vernR�� i►-��.� BRACING.. 44X V zo - m 2'x 12" STAIR'ST RItW6ER. 48'o.c,.'MAX. -TDP VIEW HAIIDVAIL MhT SHOWN FDR CLARITY. COUNtY OF BUTTE — DEPARTMENT OF PUBLIC W6�1<j 1 7 County Center Drive — Oroville, California 95965 Telephone: . Layton Ford 15 Pine Tree Lane Berry Creek, CA 95916 Dear Mr. Ford: ! couNTY CENTER DRIVE - '1ROVILLF. CALIFORNIA 95965-3397 TELEPHONL: 1916) 5367541 FAX: (916) 53:3-2140 September 16, 1993 RE: Building Permit #92-3016 Expiration Date 9/4/93 A.P. # 062-500-116 Deck & Stairs for Mobile Home With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into the category marked below: Fi Permit work started, but not completed. Permit may be renewed for 2 the original building permit fee (plus a $ 20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. If our records are in error or should you have any questions concerning this matter, please contact the Oroville _ office. Thank you for your prompt attention concerning this matter. JFG:hla cc: Building Inspector Attachments: [f Renewal Application Owner -Builder Information [Owner -Builder Verification Yours very'truly, j' J.F. Glander Manager, Building Inspection Chico - 1469 Humboldt Rd/891-2751 Paradise - 745 Elliott Rd/872-6307 J COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville,. California'95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT, PERMIT NO. � ASSESSORAR L NER - 0 ^ ZONING - BUILDING PERMIT OWNS- TELE o C, SO. FT. OCC. BUILDING VALUATION OWNE AI G ADDRESS CONTRACTOR'S ME LEP E CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ -4&.W- LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ , c U Energy Plan Checking Fee $. ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty BUILDING ADDRESS Permit fee LL A �. PLUMBINNRtRMIT 11 Filing Fee 10.00 Each rap 2.00 pu p ter hea r 20.00 LOT NO. SUBDIVISION NAME PARCEL M 5.00 h a o nt 5.00 USE OF STRUCTURE SF❑ Duplex❑ Mobilehome� Other sPECIFr §(9fif outlets $Ep 5.00 er 5.00 10.00 ea .00 TYPE OF WORK 11 New ❑ Addition ❑ Remodel ❑ Utilities,( Installation❑ Ot r Describe work: 1 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 00V R Main service 100 AMP ORSLESS 10.00 o Main service EA. ADO'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the BUSIneS$ and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.li , OR ADDNS. ACC. BLDGS. �20sq It NEW CONSTR U NO ..RESD ,BRA CH CIRCUITS) /POWER APPARATUS e (SINGLE OUTLET CIR. I Ex. OCCu 20 0 50c p OUTLETS OR FIXTURES eAL030 EX. OCCUp. OUTLETS FIXED APPLNS. OR (RESID ) EA.I 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 9 15.00 uZzaQ Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. E] I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement,should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shal I be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and eep harmless the County of Butte against all liabili ' s, ju gments, costs, expenses which may in any way accrue against a' Cou equaniili of the ranting of this permit. p�f Date / .�., —O Signature of Applican Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ Occup, CONST.TYPE SCHOOL FU3OOJPARCELJ PD HD ISSUE This permit is hereby issued under sions -of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date Receipt NO.A,�:D ep,/ % WHITE-D.P.W., YEt7LOW-A3SC3SOR, PINK -INSPECTOR. GOLDENROD -APPLICANT "�=":�,...•.y�,a.,ti..'�r. 16'"�_f�R>r.•..._+.-ti,,;+..,..*�"+��,,+Ly,•'"'r+,t':'U'`.^k"�r1�":: ,1. .et,`� t,•`_�rJy.'i COUNTY OFA BUTTE - DEPARTMENT. -OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY ENTER DRIVE - ORO�/ItLE, CALIFGRNIA 95965 -TELEPHONE: 916/538-7541 t MUM -APPLICATION VATA SHEET Permit No. k't OWNER GAF ?%r° t'i A. P. No. to Proposed Building Use Building Inspector -A Date At time of permit applic`a4tion, I was advised the following data must be submitted prior to permit processing and/or issuance: '. DATE RECEIVED APPROVED 0 1. Ail items have been submi-t.t-_ - . . . . . . . . . . ��2.r'Plot plans in duplicC-e/triplicate. signed by preparer of plans. _ 3. Complete plans in duplicate/triplicate, signed by preparer.of plans. 4. Complete engineered plans and calcs, with wet signature on plans. 5. Plans with Energy Design Compliance Statement. . . . . . 6. School (District "Fees Paid" Stamp on Floor Plan. 7 Statement of Intent for Non -Heated and AC Buildings. 8. 90 Fees of $ i Letter of signature authorization., 'Sanitation Ni 10. approval fromHealth Dept. 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. 13. Contractor's License Information (no., name style,�classif.) _14. Owner -Builder Verification (Given to owner ❑ ,Mail to owner ❑') _.—_._._15. 'Improvements may be required. .. . . . . 16. Mobilehome Installat on Data. . . . . ., 17: Pre•Inspec.request to Pre -Inspection for_—...__ _. _ ._.. _. _ Required. Building Inspector (Dote) 8. Recorded copy of Agr'iculturaf Acknowledgment Statement, — 19. Driveway, Permit. _ Plot pIan approval frDm city of _ L:r._ 22. When you issue the permit, process as follows: Mail to owner, Mail to contractor_ Telephone and hold for pickup at office, Deliver w/inspector. Other Copy of plans sent Health Dept.; Fire Dept., Other Date The following data must De submitted prior to permit is any- Cir, I new item not checked above). 1. Index permit for above items No. J 1 ��� 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone----rnail_counter by date Contractor, designer, owner, was advised c? above required data by—phone —mai l—counter by date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy -DPW S V r TO • Buildinct Department FROM: Environmental Health SUBJECT: Sanitation Clearance e'_ nom. ( �� �(r� Owner Location AP# Plan Approved for: Hold final for: Sewage Disposal ._-_ Water Supply —4 Final clearance O.K. for: 06 - Clearance for --3— bedroom ffobile home. Other NOTE * * * Sanitarian .Water Supply Water Supply Date COUNTY OF•+BUTTS, - Department of Public Works 7 County Center Drive,.Oroyille., CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will'be issued until this verification is received. 1. I personally plan to provide the..mJ�labor and materials for construction of the proposed property improvement (yes or no) 2. I (hav /have not) signed an application for a building permit for a proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: ,Name Address City Phone Contractors License No. 4.. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work'but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: Property Owner Social Security Nu er Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. NL COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION ,AN_p-? ERMIT ASSESSOR PARCEL NUMBER ZONING AP U, BUILDING PERMIT OWNS TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S AILING AD ESS 1 CONT ACTOR'S NAME f ELEPHO E CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILINGADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS -• Permit fee $ 1::Z5 6120 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00 ea TYPE OF WORK New ❑ Addition ❑ Re�m/odel ❑ Utilities ❑ Installation, Other ❑ Describe work: `� Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service e00V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under enact of perjury (check one penalty p I y hk : ( ) ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. icense No. Classification ILFIXED IIIJJJ000 , as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.N` , OR AODNS. ACC. BLDGS. / /:¢sgft NEW CONSTR. TI -OUTLET 2,50 ea NO N.RESID .BRANCH CIRC ITS POWER APPARATUS N SINGLE OUTLET CIR. Ex. Occu zALO p OUTLETS OR FIXTURES eL030 Ex. Occup. OUTLETS P(RESID )REA.7 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Iyirin 15.00 9 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate Consent to Self -Insure. II shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement,should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling g Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify an eep harmless the County of Butte against all liabili • s, jugments costs, d expenses which may in any way accrue against . Co rise a of the ranting of this permit. Date —Z% LaZ Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories In height. Mobile Home Installation Fee $ 44C,51, elo Energy Inspection Fee $ TOTAL PERMIT FEE $ do Q Oc Cu P. CONST.TYPFJ JSCNOOLJFLOOoJPARCFLJ P11 ND 1 ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date Receipt No. WNIT!-D.'.W.. YELLOW-ASOCSSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT 62-50-116 PErmit#3168-87MHI ISsued 7 County Center Drive, Oroville, CA 95965 Antonette French P.O. Box 383 Berry Creek, CA 95916 With reference to the above subject: Attached is: Application for permit Building Plans Etigr. Calcs Owner -Builder Verification Form OTHER j PHONT, : 916-5.38-7541 DATE_ SP r 2 14,_19$Z__.._ RE:Building Permit Application #3167-87 A.P. # 62-50-116 Mobilehome'Utilities Installation Sheet Mobilehome Installation Information Sheet Typical Plan Sheet List of Codes Enforced L� We need the following information: Permit application signed and completed where indicated with all copies returned. Fees of $ payable to Butte County Treasurer. Certificate of.Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in including plot plans. Plot plans in Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section (DPW). sets of plans in accordance with the changes marked in red. Sanitation approval from Butte County Health Department at: 196 Memorial Way, Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement. OT Should you have any questions concerning the above, please contact this office. JFG/aj Yours very truly, William Cheff Director of Public Works .F. Glander"- Chief Building Inspector Return to DPW AGRICULTURAL STATEMENT OF ACIGIOWLEDGENMNT Q-1811 3 FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. 90-051811 ! Rec Fee The property described herein is adjacent Check to land or included within an area zoned Recorded ' :.. �.� for agricultural purposes, and residents Of f,icia l Records of this property may be subject to incon- ' County of veniences or discomfort arisingfrom the , Butte use of agricultural chemicals, including, Candace J. Grubbs. ; fy but not limited to herbicides, pesticides, i Recorder "`•'�?; �• and fertilizers; and from the pursuit t, 11:19am 3 -Dec -90 1 X 'r 3, of agricultural operations including, but not limited to cultivation, plowing, P spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive 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: Date: 12/3/90 State of CAL ) BUTTE ) SS. County of ) On this the 3rd undersigned Notary PROPERTY OWNERS: AY ON E. FORD da of DECEMBERK K. FORD 19 , the y �p , before me Public, personally appeared It�rilrClr��rrf• � D •trr�t■rr�•/� i STEVE SEXTON • NOTARY PUBLIC -CALIFORNIA � ❑ Personally known to me. ❑ Proved to me on the basis Butte County of satisfactory evidence. M!'Commiss ion Expires Sept. 10,1993 i to be the person(s) whose name(s) ARE ��ovr•�eeQ80nowsunnuumme - . subscribed to the within instrument and acknowledged that THEY executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. Present A. P. N,-,� STEVE Notary lic SEXTON '&rder No. C-52321 -TO Page 5 S C H E D U L E C The land referred to herein is described as follows: All that certain real property situate in the County of Butte, Unincorporated, State of California, described as follows: Being a portion of Section 33, Township 21 North, Range 5 East, M.D.B. & M., and more particularly described as follows: Commencing at the Southwest corner of said Section 33; thence along the South line of said Section, North 880 23' 03" East, 1565.00 feet to the centerline of a 60.00 foot road easement; thence along said centerline, North 280 50' 47" East, 44.05 feet; thence North 001 47' 08" West, 206.77 feet; thence North 430 32' 33" East; 132.31 feet; thence North 220 02' 54" East, 116.74 feet; thence North 100 45' 48" East, 158.98 feet; thence North 070 51' 34" East, 92.77 feet to the true point of beginning for the parcel herein described; thence from said true point of beginning and along said centerline, North 210 29' 04" East, 199.70 feet; thence Nort 09° 38' 08" East 50.00 feet; thence leaving said centerline,'Nor-th 610 r3_471- 08" West, 173.76 feet to the centerline of a 60.00 foot road easement; thence along said centerline, South 580 09' 19" West 194.36 feet; thence South 220 48' 47" West,00.20 feet; thence South 520 07' 08" West, 13.36 feet; thence 1 aving said centerline, South 490 36' 29" East, 177.07 feet; thence North 890 59' 41" East, 150.94 feet to the true point of beginning. Reserving therefrom a non-exclusive easement for road purposes and public utility purposes over a strip of land 30.00 feet in width, lying contiguous to and Westerly from the Easterly line of said parcel. Also reserving therefrom a non-exclusive easement for road purposes and public utility purposes over a strip of land 30.00 feet in width, lying contiguous to an Easterly from the Westerly line of said parcel. Together with a non-exlusive easement for road purposes and public utility purposes over a strip of land 30.00 feet in width, lying contiguous to and Easterly from the Easterly line of said Parcel. Also together with a non-exclusive easement for road purposes and public utility purposes over a strip of land 30.00 feet in width, lying contiguous to and Westerly from the Westerly line of said parcel. Also together with a non-exclusive easement for road purposes and public utility purposes over a strip of land 60.00 feet in width, lying 30.00 feet on each side of the following described line: Beginning at the Northeast corner of said parcel, thence North 090 38' 09" East, 292.21 feet; thence North 250 40' 02" East, 149.97 (Continued) n y Order No: C-52321 -TO Page 6 90 01811. Legal Description - Continued feet;. thence North 28° 49' 00" East, 110.00 feet; thence North 660 29' 00" East, 155.08 feet; thence North 620 14' 50" East, 301.89 feet; thence North 050 07' 45" East, 199.22 feet; thence North 440 53' 00' East, 167.86 feet thence North 620 49' 20" East, 353.79 feet; thence North 790 45' 35" East, 268.55 feet; thence North 520 54' 15" East, 248.60 feet; thence North 310 21' 10" East, 260.67 feet; thence North 85° 40' 40" East, 391.62 feet; thence South 770 11' 20" East, 164.46 feet; thence North 660 40' 18" East, 204.52 feet to Bald Rock Road. Also together with a non-exclusive easement for road purposes and public utility purposes over a strip of land 60.00 feet in width, lying 30.00 feet on each side of the following described line: Beginning at the Northwest corner of said parcel, thence North 260 18' 00" West, 138.54 feet; thence North 070 46' 27" East, 83.61 feet; thence North 390 57' 05" East, 164.35 feet; thence North 110 36' 41" East, 235.53 feet; thence North 590 34' 22" East, 203.0§-f ' eet; thence North 890 26' 01" East, 148.40 feet; thence South 300 43' 21 Eat, 166.56 feet to the centerline of a 60.00 foot road easement. F.ND OF DOCUMENT Ct Q L.