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041-520-032
k � ^COMPLAINT TO INSPECTOR �03 - zo, 0 \ m � ` \ Becker, Paula 41-52-32 2475 Oregon Gulch Rd., Oro. complaint 1 89 hit 041-520-032 PERMIT#97-1408 MAYBERRY, Jim 2475 Oregon Gulch ELECTRIC GAS LINE '7 COMPACTION T REQ SUPPORT UCT REQ_ 99-0702 041-52 032 MAYBERRY, Jim 2475 Oregon Gulch Road, Oro Contr: Warner Mobile Home - _r Replace BP497-1409 4 99-07.03 041-520-032 MAYBERRY, JA 2475 Oregon j:�lch Road' rovil Mobile H' e_ ace ELECTRIC GAS LINE COMPACTION TEST. RHQ?j -SUPPORT STRUCTURE RIO 0SAI 17 041-520-032 2475'OREdON GULCH RD -OR. Cont:,REDLINE INSTALL .^` � v ~~ ' *°``~-=�_ 041-520-032 AG 01-75 MAYBERRY, JIMMY 2475 OREGON GULCH RD. OROVILLE AG EXEMPT PERMIT ENCROACHMENT PLB-MIl 44 � . = SNOiES I RESIDENTIAL • 041-520-02 05-111.7 PERMIT N0. MELANCON, STEVE 2475 OREC;ON :;�LCH RD., OROV'ILLE Cont: REPLINE.INSTALLATION I MH ON PERM FND i - A i ,SPEC CONDITIONS Or�O,{'" - CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER { OFFICE COPY Address GAS Date Meter By ELECTRIC Date Meter By e JOB FiNALED (Date). �' Signature Ljot.56 S /;s (,tet2:m( 1 I y z i ,SPEC CONDITIONS Or�O,{'" - CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER { OFFICE COPY Address GAS Date Meter By ELECTRIC Date Meter By e JOB FiNALED (Date). �' Signature Ljot.56 S /;s (,tet2:m( J=OK 0 = Not OK = Not t . MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location -Test -Fall -C/O -Concrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /" L "ftJ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Cana B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water, MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (O 1. Zoning Requirements -S cks-Easements 2. Footings; Size-Spacinq-Marriage Line 4. Gas; MH T eman(f- Ive 5. Electri ' ,MHT 6. Water; MH Test 7. Water and Sewer Connected WA.,!. - 8. Gas and Electricity Taaaed AA_ <I .. mei 10. License Decals 1j,, -Verify #'s with Office Date - -c)S and B-1 UJ3 Date Card B-1 Dat ard B-1 Vo Date Card B-1 5 3 q ORAE Lj-:� s5 35 R 114-z� va =. I MISCELLANEOUS ' Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes -Enclosures- Panelboards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 l Date Card B-1 Date Card B-1 i 4=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-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 23. Fire Sprinkler, Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or AI Insulated Neutral O Yes C1 No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Frotection-Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (FF.1.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor f3 Yes 83. Following InsddJDrive 0 Yes 0 No/Walks 0 Yes 0 No/Planters O Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES t. BUILDING PERMIT 0 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BPO51117 B. C. Building Permit 01-16-04 pg 1 A LICENSED CONTRACTORS 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 Issued Date: 06/08/2005 APN: 041-520-032.000 the Business and Professions Code, and my license is in full force and effect. se Class:C-q7)- �. License Number'.�z42[-)Z5 License Site Address: 2475 OREGON GULCH RD ORO ` Map Index: Date:(p 4 tD< Contract dr m xp�a ,/_rho o Description:, NEW MH PERM FN DN EX SITE (1568) OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: MELANCON, STEPHEN AND KELLY 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 427 CABO SAN JOSE the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or SANTA MARIA, CA she is exempt therefrom and the basis for the alleged exemption. Any 93455 violation of Section 7031.5 by any applicant for a permit subjects the 805-925-7166 applicant to a civil penalty of not more than five hundred dollars ($500).): O I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: RED LINE INSTALLATIONS INC PP 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 13407 GARNER LANE sale. If however, the building or improvements are sold within one CHICO, CA 95973 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 (530) 895-5543 sale.). Cl 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed Contractor: RED LINE INSTALLATIONS INC pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Business and Professions Code 13407 GARNER LANE CHICO, CA 95973 Date: owner: (530) 895-5543 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: 848025 b 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. Architect: O I have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrie . Total Square Ft: 1568 S.F. ' c� �� � ^ � Policy #: a�� Valuation: $101,920.00 ❑ I certify that in the performance of the work for which this permit is Census Code: 1 ; issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith complywith those provisions. Date: ��' C� LJ� > Applican ��4 I �_ C� n WARNING: Failure to secure workers' compensation coverage is ` unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is eby issued un a app cable pr isions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolutions :o do work indi above fo which f s have been paid. /� performance of the work for which this permit is issued (Sec 3097 Civ.) G Name: By:_Date: Address: PERMIT EXPIRES ON: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. O Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. O Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upoons the above mentioned property for inspection purposes. �_ lter Print Name: 1 _ ,r O Ac ;rat Signature e a L / (( y! c Date: ' g [~)5 ❑ Owner ❑ Contractor f ❑ Agent for Owner gent for Contractor B. C. Building Permit 01-16-04 pg 1 A BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. F-GOOb ASSESSOR PARCEL NO. sa - OWNER --� a PHONE NO. S Q- 33-9607 OWNER'S ADDRESS 5 P � 9 LOCATION OF BUILDING © 6 , L 9S ?6,5 USE OF BUILDING e � � S � / pO S ✓' C l Ol^ � ar SIZE OF STRUCTURE Z' ' 241" x = SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME —X— STEEL CONCRETE OTHER (Specify) TYPE OF SIDING Wo ROOF COVERING FLOOR TYPE t4 . ESTIMATED COST OF CONSTRUCTION 3 70-0'-0—'9 $ AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: n FRONT ' SIDES �2-C) REAR 2 AG Buildings shall be a minimum of five (5) feet from,any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is de, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply wi h requiremen in elle hat ti and before occupancy. Date ®� Signature of Owner Permit Fee - $60.00 The above described G Building is exempt from a building per it. Receipt No. a4 allQ,_ F F O D I 7L I RO G I ISS Manager Building Division B Date 5 !il Y White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant Department of Development Services Building Division 7 County Center Drive I Oroville, CA 95965 (530) 538-7601 (530) 538-7785 FAX FACSIMILE COVER SHEET ,I DATE: y L6L(Z)b TO: MF-L�ArjCo,J FROM: C/dRL /vFLSC->.J Sao 538 Z87.S� SUBJECT: 0 Number of pages (including this cover sheet) Fax Number 53 `> /659' If you do not receive all of the pages, please call SaoSae5-ly / as soon as possible. Special Instructions: Please confirt by return Fax at 38-7785. Fax Received Time: Comments: WADE rAVED ?His Sitz ciJ .��� �A✓ ✓�,.i ��a�Qocs Foil SA.jrA AgaiA - efjdv5,, d Is .9 c gyp;, c>i i4g f.- d✓e��,,` co>S-ol.3G Thank you, KAplanning\forms\fax cover 07 05 Apr 25 06 05:21p PPR 805-934-1659 KE L LY & STEVAAMIELANCON FAX COVER SHEET We live in Santa Barbara County -Santa Maria. But we own a property in Cherokee and plan to move there this summer. We have placed a new Manufactured house on the property with permits and all. But the property also has a 12x24 shed. How do we know if it's permitted or not? We would like to run electric to it -who would we have look at it before we do that to make sure its up to code? And worth getting permits for —for the electric? Also, we would like to pour cement walkways and patios with railings -do we need to have permits for that? Do pergolas require permits? ti 2475 Oregon Gulch Road Cherokee, CA 95965 (805) 714-9310 ' (805)934-1618 (805) 934-1659 Fax To: Building Inspector Fax: 530-538-2140 From: Kelly Melancon Date: April 26, 2006 Re: Questions Pages Including Cover Sheet: 1 We live in Santa Barbara County -Santa Maria. But we own a property in Cherokee and plan to move there this summer. We have placed a new Manufactured house on the property with permits and all. But the property also has a 12x24 shed. How do we know if it's permitted or not? We would like to run electric to it -who would we have look at it before we do that to make sure its up to code? And worth getting permits for —for the electric? Also, we would like to pour cement walkways and patios with railings -do we need to have permits for that? Do pergolas require permits? ti April 26; 2006 Kelly.Melancon 2475 Oregon Gulch Road Cherokee, CA 95965 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 041-520-032 In response to your request for information, from your fax received April 26, 2006, Butte County has the following- information on this structure on this parcel: Agricultural Building Exemption Permit number AG -75, 12'x24' structure. Here is information on the other questions, in your fax, referring to this structure and the cement work. To convert the structure described in AG -75, a permit application,and three sets of plans will need to be submitted to this office. Environmental Health clearance will be required please consult with this department for their application requirements. Please consult our county website for additional requirements and the California Division Forestry link from our website for additional information. The evaluation of this structure and opinion of what it may need should be done by a qualified person with a background in the building trades or`a licensed contractor. No electrical permit will be issued to an agricultural building. The building will have to be converted to another occupancy described by California Building Code 2001 edition. This can be done as described above with the - permit process. A pergola is a covered deck and will require a permit. An open deck will require a permit, if railing on the deck or handrails on steps are required by the building code. Concrete flatwork, such as a slab on grade does not require a permit, but, do not cover V . septic tank, leaph. area and rePlap .-rn nt leach_area. -Prease provrd�e your assessor s parcel numuer-wnen you have gUesiions about your property and our website is available and can answer many of your questions. www.buttecountyjjet/dds Carl Nelson Plans Examiner BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 1 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. -) ^1 Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. �a _ OWNER , PHONE NO. _51v- FT3-&V7 OWNER'S ADDRESS ± k 9�s LOCATION OF BUILDING _ USE OF BUILDING '7— e d cC f S SIZE OF STRUCTURE �y i ' - x - SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME --,Y— STEEL CONCRETE OTHER (Specify) TYPE OF S7IDIINGJ ry . d ROOF COVERING FLOOR TYPE ,./� WOOS ESTIMATED COST OF CONSTRUCTION $ 3 700, AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: FRONT 5'�'�✓ SIDES Q -C) t.'`� REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall -be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is de, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply w' h requiremen in elle hat ti and before occupancy. Date J /�z ®/ ' Signature of Owner Permit Fee -.$60.00 The above described G Building is exempt from a building per it. a4 ca ii/ F O D PAR L P.D 1O'IG ISS Receipt No. Manager Building Division Y Date White — DPW, Yellow — Assessor, Pink — B. l., Goldenrod — Applicant Js � �2. •� } ,,fi�t � i K!"5th Kt dd r •-/ ?� < Ji "r� r x r � RT�(Ft�• ti� it' �fZ V ��'fi � .`!•,� L� dd a k„%F-rl Z z•S`,�;�:3fi.4�r• C i ,tr�� F,OUtNkDATI ry N ,SYSTEM .CERTIFICATE �OF1 OCCUPA�NCY�, s, d t` ; � �� w � f li�i pik i p ti ��((�• n�__``�xY .s J t.y �f•�) t a�� � y �y 1x �� r •• 7 � ld< "[' 1��141 J 49F J �'��'�f�� 2 1d .�21 � Y°: `(1� YI Jr J.Yd. '%s" ':� ..� '�' .'' '' 1f..,7! 1�`( i:" y i '� iv"t f1'd:..s� 5 � � �C3�'�k. � FtQ��.tt r oh l -1, si�•a ?:;oar ��r`;^�x+Y�i3r ,r r ..,: ..., ,• , I! h ..,.3;s� +`Jx d,, t: w` r ,,.. r 0.x,i.•a., '+a v" ,.'...- ... .. .:. t .. .. _.^;• 4 ::._< .- : l .! 1. .f. W�<ta tJ. �„ •: ,C .... BUILDING PERMIT NUMBER: 05-1117 Address or location of unit: 2475 OREGON GULCH RD., OROVILLE CA 95966 Legal Description of Real Property: AP# 041-520-032 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: - STEPHEN AND KELLY MELANCON Owner's address: 2475 OREGON GULCH RD., OROVILLE CA 95966 INSIGNIA OR HUD NUMBER: ORE475534/5 SERIAL NUMBER OR V.I.N.: ALBO29587ORAB MANUFACTURER'S NAME: CMH MANUFACTU G) YEAR: 2005 OFFICIAL APPROVING INSTALLATION: �� DATE: //— PHONE: (530) 538-7541 H.C.D. 513C FOUNDATION SYSTEM CERTIFICATE OF OCCUPANCY BUILDING PERMIT NUMBER: 05-1117 Address or location of unit: 2475 OREGON GULCH RD., OROVILLE CA 95966 Legal Description of Real Property: AP# 041-520-032 SEE ATTACHED (x) Mobilehome/Manufactured Home O Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: STEPHEN AND KELLY MELANCON Owner's address: 2475 OREGON GULCH RD., OROVILLE CA 95966 INSIGNIA OR HUD NUMBER: ORE475534/5 SERIAL NUMBER OR V.I.N.: ALB0295870RAB MANUFACTURER'S NAME: CMH MANUFACTU G YEAR: 2005 OFFICIAL APPROVING INSTALLATION: DATE: //— V-0 PHONE: (530) 538-7541 H.C.D. 513C RECORDING RE I✓S LD BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE J OROVILLE CA 95965 2005-0067344 Recorded I Official Records I Count yy of i Butie I C{WME J. GRIIBBS 1 County Clerk—Recorder] i i 012:30PM 04NoyI REC FEE 10.00 CONFORMED COPY 1.00 BW Page 1 of 2 SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to.the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. STEPHEN AND KELLY MELANCON REAL PROPERTY OWNER/LESSOR 427 CABO SAN JOSE MAILING ADDRESS SANTA MARIA SANTA BARBARA CA 93455 CITY COUNTY STATE ZIP 2475 OREGON GULCH RD. INSTALLATION MAILING ADDRESS, IF DIFFERENT OROVILLE BUTTE CA 95966 CITY COUNTY STATE ZIP SAME - UNIT OWNER (if also property owner, write "SAME") SAME BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 05-1117 530 538-7541 BUILDNG IT NOS-- TELEPHONE NUMBER SI OF OCAL AGENCY OFFICIAL DATE GOLDEN PACIFIC HOMES DEALER NAME (if not a dealer sale, write "NONE") 1118851 MAILING ADDRESS DEALER LICENSE NO. ' SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION - CMH MANUFACTURING 2005 72PER28563AH06 MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER ALB029587ORAB 56 X 54 ORE475534/5 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER 041-520-032 HCD FORM 433(A) REV. 8/91 WHITE- County Recorder CANARY - HCD PINK -Applicant GOLDENROD- Building Dept. " s 10:49 FAX 530 899 9531 FIDELITY NATIONAL TITLE la005/005 TE Escrow No.: 04 -100852 -TG _J locate NO., CAFPITU958-0958-0001-0000106852 1nUe No.: 04 -106M -8D MMIBli "A" THE LAND REFERRED TO HEkEIN BELOW IS SI-RJATED IN THE UNINCORPORATED AREA, COUNTY OF BUTTE, STALE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: Parcel 2, as shown on that certain Parcel Map, filed in the Office. of the Recorder of the County of Butts, State of Callfomla, on August 11, 1981, in Book 83 of Maps, at Page(s) 73. DasCription: 8utto,C.A DOCUMGnt-Yaar.DoCID 2006.71033 Page: 2 of 2 Order: my= Comnent: ,02/28/2005 10:49 FAX 530 899 9531 FIDELITY NATIONAL TITLE 0 005/005 l � Escrow No.: 04-MM852-TG Locate No.: CAFNT09W0958-0001-0000106852 7R1e No.: 04-106 2 -SD DCHIBIT "A" . THE LAND REFERRED TO HSf EJN BELOW IS Srn1ATED IN THE UNINOORPORA7ED AREA, COUNTY OF BUTT, SYA7E OF CALIMRNIA, AND IS DE=SCRIBED AS FOLLOWS: Parcel 2, as shown on that certain Parcel Map, filed In the Ofiim of the Retarder of the County of Butts, State of Callfomla, on August 11, 1981, In Book 83 of Maps, at Page(s) 73. DOSCripti"on: Butto,C,A Documont-YA�r.DoCID 2004.71012 Page: 2 of 2 Order: — Comment: SITE PLAN REVIEW APPLICATION Date: ����OS AP# Permit Number (if applicable) 05-///7 APPLICANT INFORMATION Owners Name: z7 � 7 Ownerrss Address: Parcel Size: 6�06- a el 2.S Telephone No..���' Situs Address:1 7! p 2 /C . Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition IN Mobile Home 96 "� ElResidential Acc ss� ory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Septic ❑ Well ❑ Agricultural Exempt Building ❑ Other: .t 1 Brief Explanation (if necessary): . t 4 ♦J DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) a Approved • , ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval IN Site Plan Stamped Approved By ,� Date 0 �S Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required27��) ® SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: • (ow7 G 0( Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑Administrative Permit ❑ Minor Variance ❑ Variance ------------- —---- ---------------- ------- —------ --------- -------------------------- ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front 0 i Side Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 7 , 'Applicable Development Fees: . Standard Fees t, Amount Formula ❑ Fire,, ' ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other ------------------------------------------------------------------------------------------ Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement i ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of _ the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel '❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 Map/Parcel _ Map Date of Recording: Lot: r4 ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Page: 7c3 Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa I Page 4 of 5 4r FA W Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CALarrys\Building Permit Site Plan ReviewLdoc Page 5 of 5 'ARCEL I Nd'R 19[ xOl �' q�\ PARCEL 3 6.70 AC 2 t,` ROcx ou7cROPP/Nb iV0 TE,5 N JNAOED ARFAS IRE 60CABLE JEWA" DISF03AL AREAS -! A"05 f) rHFRx 0 NO EVIOAA'CE TWAT OONEJnc WATEAM AVAILABLE 9) A'B OEEOT- SO2 AU)V AFrerr rN49 RFOMWry. THE LpCATION CANNOlfC0t0T BE OErE.PM/NEO F,p10.A1 DATA. BLCOP/,IPJGDALE GUART? MINE PARCEL 4 1 4.00 AC. 2 i A e--'7 SCAT E 1 =M —LOCATION MAP MTJ LEGEND •-EEr YA'RB, W 92Ol -FO mm"rNT PER (R) IRI- 00 MPJ 7,8,% 9 - p CORNER "SHOWN O - CALCVLATEO P0f/TION IA45/5 OF 664?IN65 THE 9A515 0.1BE•OV1NW /S THE EX TER/OR BOUNQ OFTNE HEREON S.%OWN Pi9RCECJ PER/RJ, PORTION SEC 9, T20N, RfE M.D.M. a IN THE UNINCORPORATED AREA OFBUTTECOUNTY, CALIF. FOR MUM L//LL NGM'•-N C7 •W IV DET41L Mrs NOTE: dN AFF/Od VIT OP OWNEPfU/P /S4EIN6 M c[/RNfNY[Y [/NOFR eo 5" r NNMAER CAM �(LZJ A O[INrY ?ECOROER SURI/EYOQ'S CERA E COUNTY SURI�EYOR S.CE?T/F/C.4TE ?EC,OME?t5 CEQT/F/pC'4TE CAM eT 7N/T MdO Wd5 PnlPdneO BYN ,O,.Li n!(Y/ON dN,9 TN/f MdP CONFORMS WNi/ YNE ?fOU/R[!Af6NTS OF THE TUB- F/[ EO T /T POY OF /9& dTjq U .., /E N 9EAVPoNdr/fL0'SURVFYIN TN(NEpu/RE• O/V/S/ON MdP ACT ONO [OCdL O?O/NdNCE. OON MDPT, OT P E , OT me ReOUFTT OF �G� ■ MEN79 fo UHE EB "al aONAIdPdL7 REO!/ ON .r✓K 4 /9 oL. /NEREBYGAA T PRPOCfONnfE ndrep: B•1O-B/ s( avmnNb OFTNELOI JZ dMNCYNdVFBEEN CT7M /•i PERClIMdP `S EJ �* aw,WMf R27LEOPPROVE0 ONM M AVO n/E naNf OF OPP- c+aC•[•O �/7 eC'• xtEre[ Ntas � CL J �7 (( �7 40 Ai TNFRFOF INWCNWERFREp[// H/LF D R/O HF C! 4 O. NE(T N/CRE F/[/Nb Al THE PdRCFL MdP_ 1JF ; Cb!/NTY RfCO?nER A.0 -90Y 1576 aeovu(f, LA[. 95965 Ld cd LeBeonr are / a SER/d[ NR AL-aL_�co A�Pu, Y R� — `� Ph. (916) 534-/91180-257 - RT!% Ro /-+. EAA cLwNTr RveroR AP •/PS2 a P ti s x 8 N V g V J A con. \I 9EC9 ) V Af02IA) / JE! Lr'TA/L BELOW ' A e--'7 SCAT E 1 =M —LOCATION MAP MTJ LEGEND •-EEr YA'RB, W 92Ol -FO mm"rNT PER (R) IRI- 00 MPJ 7,8,% 9 - p CORNER "SHOWN O - CALCVLATEO P0f/TION IA45/5 OF 664?IN65 THE 9A515 0.1BE•OV1NW /S THE EX TER/OR BOUNQ OFTNE HEREON S.%OWN Pi9RCECJ PER/RJ, PORTION SEC 9, T20N, RfE M.D.M. a IN THE UNINCORPORATED AREA OFBUTTECOUNTY, CALIF. FOR MUM L//LL NGM'•-N C7 •W IV DET41L Mrs NOTE: dN AFF/Od VIT OP OWNEPfU/P /S4EIN6 M c[/RNfNY[Y [/NOFR eo 5" r NNMAER CAM �(LZJ A O[INrY ?ECOROER SURI/EYOQ'S CERA E COUNTY SURI�EYOR S.CE?T/F/C.4TE ?EC,OME?t5 CEQT/F/pC'4TE CAM eT 7N/T MdO Wd5 PnlPdneO BYN ,O,.Li n!(Y/ON dN,9 TN/f MdP CONFORMS WNi/ YNE ?fOU/R[!Af6NTS OF THE TUB- F/[ EO T /T POY OF /9& dTjq U .., /E N 9EAVPoNdr/fL0'SURVFYIN TN(NEpu/RE• O/V/S/ON MdP ACT ONO [OCdL O?O/NdNCE. OON MDPT, OT P E , OT me ReOUFTT OF �G� ■ MEN79 fo UHE EB "al aONAIdPdL7 REO!/ ON .r✓K 4 /9 oL. /NEREBYGAA T PRPOCfONnfE ndrep: B•1O-B/ s( avmnNb OFTNELOI JZ dMNCYNdVFBEEN CT7M /•i PERClIMdP `S EJ �* aw,WMf R27LEOPPROVE0 ONM M AVO n/E naNf OF OPP- c+aC•[•O �/7 eC'• xtEre[ Ntas � CL J �7 (( �7 40 Ai TNFRFOF INWCNWERFREp[// H/LF D R/O HF C! 4 O. NE(T N/CRE F/[/Nb Al THE PdRCFL MdP_ 1JF ; Cb!/NTY RfCO?nER A.0 -90Y 1576 aeovu(f, LA[. 95965 Ld cd LeBeonr are / a SER/d[ NR AL-aL_�co A�Pu, Y R� — `� Ph. (916) 534-/91180-257 - RT!% Ro /-+. EAA cLwNTr RveroR AP •/PS2 Name �� Address BUTTE COUNTY PERMIT DEPARTMENT OF DEVELOPMENT SERVICES NO. BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS �� `� 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834 BP OFFICE #: (530) 538-7541 BIN # A FEE WILL BE REQUIRED AT TIME OF APPLICA TION OWNER City �Fax ZipQ�c_Phone -,,, , E-mail K WORMS\BUILDING FORMS\BldgApplSubRgmts.doc Pdge 1 of 2 LOCATION Property Address Cross Street Policy Nuer WORKER'S COMPENSATION mb t -1 Carrier c-7 If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. Name LENDING AGENCY Address Description or Scope of Work: Sq. Footage r Cd ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): I EXPIRATION OF APPLICATION , Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. . Amount: �q (47 Bldg t SRA Receipt #: Date: a es'7 Sheriff SMTP t Total REV 4-30-04 SUBMITTAL` REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to app fora permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPH PAPER! ❑ 3. 3 Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. 2 Energy compliance design and supporting documentation. (Note: Not required for additions t mobile or modular homes) ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 8. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 9. Sanitation and site plan approval from the Environmental Health Department. ❑ 10. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engu Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. - 4 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by�the engii ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. , - ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION - Z_ . KAFORMSWILDING F0RMS\BIdgApp1SubRgmts.doc Page 2 of 2 REV 4-30-04 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: `�-��, 4C--'� �► \ ASSESSOR PARCEL NUMBER ()LO Proposed Building Use: �� \ �) Permit Technician:Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in orde to pply. '15 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. 8. Manufactured homesA Installation manual, including marriage line info Floor Plan Tie down or fnd plans, all -in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet-siqned by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings ❑ 12. Hazardous Material Form �v 13. Acknowledgement o building permit app Ii tion without Tr quired clearances. 14. Other � eif c k-4liCt�rt1 }✓�-f i aining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) /i1 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 16. Fire Sprinklers............................................................................................ ❑ 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... 19. Erosion Control Plan 4Required........................................................................ 20. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 21. City of Chico Plumbing permit........................................................................ r22. Site plan and business license approval from the Cityof Biggs .............. ............. 23. California Department of Forestry plan approval O tpaid. Sent by24. Planning approval for (A) Use:(B)Parking: (C) Parcel eck:...✓�...� ❑ 25. Contact Land Development about _ Improvements, _ Drainage ........................ 26. NPDES Form............................................................................................. 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits ............................... ............... ❑ 34. Deed Restriction... ... ............. EK 35. MLegal descriptioitle, title search, registratio O .................. ❑ 36. Other: ❑ 37. Other: When issued Telephone <n':j t!9 and hold for pickup. I have been informed of the above items and requirementsfor obtaining a building permit. Applicant: / 7 LC- 6�4� Date: V-2 8 " 0,5 1. Index pdrfrfit application fdf th� ove ium Plan Check Letter 2 - Additional items required ontra or, esigner, owner, was advi d of the a data y 5Cphone, ❑ mail, ❑ counter, by _�� Date: J on rac or, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date. Structural approved by: / Date: Note transfer by: Date: Yellow: Building Division • • COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE -(530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty.net/dds OWNER PROPROSED BUILDING USE I v 1. BUILDING PERMIT FEES --- Balance Due ..................... $ J0 f / --- FEMA Flood elevation review ... $ Y- Additional plan checking Fee.... $ 2.SCHOOL DISTRICT FEES (paid at Schoo strict Office) (form available afte(P n Check) 3. SHERI FEES (paid at Building Division) tial............ X $360.00 =$ Units mercial s ).... X $0.03 = $ Sq.Ftg. e4. RECREATION DISTRICT FEES�� (paid at Recreation District Office) (form available after Plan Check) RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per. dwelling) Zoning_ )64 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) A. P. # DATE Q RECEIPT # DATE REC. 6,- 7. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 8. SMIP Z p, I O OTHER 10. OTHER 11. OTHER C g' -5f At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. DATE �Z- z, .6, f2- Pursuant to Govefnment Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 3/05) ENCROACHMENT PERMIT County of Butte Department of Public Works 7 Count Center Drive Oroville, CA 95965 Phone (530) 538-7157 Ext. 2016 Fax: (530) 5384356 Download Forms: www.buttecounty.net/publicworks/forms.htmi NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Phone (530) 538-7157 Ext. 2016 Permit Number 3 District APPLICATION I / WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads and highways, all in accordance with County ordinances and general laws. All information except signature must be typed or legibly rinted. 1. Applicant's Name:- - ,� '� �� -- - , la. Company Name:& 2. Address: Q 3. Phone: - 4. Assessor's Parcel Number: sav - 5. Location of Work to be Done o7 6. Applicant's Signature 7. Date: 1Z7 J CONTRACTOR'S INFORMATI N 8. Contractor's NamS r G 9. Address "A c 4 73 10. Phone: 11. Fax: (070 0 12. Contractor's License Number: $y 13. Certificate of Insurance: Yes F�P No: ❑ 14. Contractor's Signature: 14a. Date Signed: 15. Authorized Agent:- - TYPE OF WORK TO BE DONE 16. Please Check: Curb: El El El 17. If Driveway List Type: 3 18. Other Work - Describe: e 19. Plans Attached: ❑ Yes ❑ No PERMIt GRANTED In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this permit form) and special conditions written below, ermission is hereby ranted. 20. Conditions g f'o,n®I✓e- 1/�° .'O e o �t cGG r / g7- 7-Under Underground round Service Alert U.S.A. must be notified two working days prior to any excavation. 800-227-2600 21. ❑ All work shall conform to accompanying:' Detail El Plans ❑ Special Conditions ❑ 22. Date Issued O 23. Expiration Date: D Q O � 24. Surety: G/�S C 25. Date Paid:y Q f 26.unt �id / 2 �� (� . PaiRy u -� 28. Receipt No.: / ! Mike Crump, irector of Public Works By: For County 29. Final Inspection Date: 30. Inspected By: ❑ Completed - O ❑ Completed - Not OK ❑Additional 96mments Attached U:coniy: 31. Comments: Note: If permits are faxed to any number besides (530) 5384356, they can be delayed up to one week. Page I of 2 GENERAL CONDITIONS • It is understood and agreed that the County has prior right to the use of its rights of way. It is further understood and a doing of any work under this permit shall constitute x acceptance of all the provisions contained herein and failure on the Permittee's part to comply provision will be cause for revocation of this ermit greed by the Permittee that the P Except as otherwise provided for public agencies and franchise holders, this permit is revocable at an time. This Permit is to be on job at all times while the work is being done, P Y with any Y me. 2• All work shall be done subject to the esu pervision of and to the at all times, during the progress of the work, keep the County H g way in as east and clan of the n abco condition s iric Works s Possible aof nd upon completion n of the work a shall, herein, shall leave the County Highway in a thoroughly neat, dean, and usable condition. work granted 3• The Permittee agrees by. the acceptance of this Highway and b immediately repair any injury pt an permit to properly maintain any encroachment laced b the Permittee on an y pad of the be relieved of the responsibility of such encroachment by the Countyof the ighway Depar&ent of occurs as insult of the encroachment until such time s the Permittee may 4. It is further agreed by the Permittee that whenever construction, reconstruction, or maintenance work upon the highwaymay require provided herein shall, upon request of the County Department of Public Works, be immediately moved by and at the sole expense of the Permittee. Y 9t a the installation 5. No material used for fill or backfill in the construction of the encroachment shall be borrowed or taken from within the County right of way. 6. At last one lane of any public road, undee the /urisdiction of the Board of Supervisors of Butte County, and other public roads junctioning intersecting therewith, shag be kept open for travel by the general public at all times. No public road under the jurisdiction of the Board shall be dosed to Navel b the general public without special permission, in writing, from the Board of Su or Supervisors. y 7• The Permittee, by the acceptance of this out of the work herein permit, shag assume fug responsibility for all gabifity for personal injury or damage to property which may arise P_rtne a i which may arise out of the failure on the part of the Permittee to do the work provided for under this claim of such liability is made against the County of Butte or any department, official, or employee thereof, the Permittee shall defend, indemnify, and hold them and each of them harmless for such claim, Permit to the event any 8• All excavations shall be backfilled and compacted immecriately after work 00 feet in advance of pipe laying operations or 200 feet to the rear thereof, unless otherwise p as been completed. Trenches shag not be left open farther than the Special Conditions, baddig shag be place and mechanically compacted in such a manner that the relative compaction throughout the entire fig within the County permitted by the Engineer. Unless otherwise permitted under the road right of way shall conform to the Percentage of compaction as stated below. Permittee shag notify foreman 24 hours before backfilling and/or paving. a The relative compaction from the bottom of excavation to a plane five feet (6) below finish surface grades shag be no less than ninety percent (90%) as determined by Test Method No. Calif. 216-0 of the Materials and Research department, State of California, Transportation Department, Division of Highways, or other approved test method. b. The relative compaction from a plane five feet (5) below the finish surface grade to said finish surface grad shag be no less than ninety-five percent (95%) as determined by the above testing method Permittee shall bear all costs and responsibgity for compaction tests. percent e rely ve determion from a plane five feet ned d by the above testing method. bel Permittee surface grade to said finish surface grad shag be no less than ninety-five bear all costs and responsbTty for compaction tests. Material for use as trench backfill in any existing or proposed roadway section shall be sand, shag be place in 8" lifts, and be compacted to a relative compaction of not less than 95%. Material for use as backfill in roadside gutter excavations shag be the native material and be compacted to a relative compaction of not less than 90%. Any pavement cutting shall be scored, or saw cut before benching. Minimum depth of cover over all underground facilities shall be 30 inches, except drainage culverts. All installations, parallel with roadway, shag be placed as dose to the right-of-way line as possible. No portion of the backfill(s) shall be compacted by ponding or jetting. Ali pavements, curbs, gutters, sidewalks, borrow ditches, Pipes headwalls, road signs, tie -•,s, shrubbery, and/or other permanent road faciTrties impaired by or as a result of construction operations at the construction site(s), or at other round s shag be restored immediately upon backfilling or the excavation to the original grades and 9 e () s and to by materials s and/or equipment, than, existed prior to the construction. cross sections, and to a condition as good as, or better All surfacing materials of roadways and driveway approaches cut or damaged by or as a result of construction operations, shall be replaced within ONE WEEK following the backfilling of excavation, weather 9 existing; and no less than two inches (2) of asphalt concrete over permitting, inches empoafcaed layers of surfacing materials at lest as thick 2se Specifications. ('� 99regate base, according to anent Cagfomia State 9• Whenever necessary to secure permission from abutting property owners, such authority must be secured by the Permittee prior to starting•work. 10. The future safety and convenience of the traveling public shag be given every consideration in the location and cause to be placed, erected, and maintained all warning signals, tights, baricades, signs, and other devices or measures essential to safeguard travel by the general public over and at the site of work authorized herein. type of construction. Permittee shag 11. If the construction work covered by this permit is to be doe by a private contractor hired by the applicant, applicant shag notify contractor as to the special conditions and requirements contained herein. Page 2 of 2' BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) 0 CHICO AREA RECREATION AND PARK DISTRICT (CARD) 0 PARADISE RECREATION AND PARK DISTRICT (PRPD) 0 DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s)v 1 ' o� �- "J Building Pen -nit Number Property Owner (s) bY1 Project Location /Address at�-q5 �&v'YN rt,U Subdivision Name Assessable Sq. Ftge Type of Residential Development (check one) New Development Single Family -Detached Single Family -Attached .A l.teration/Addition(s) Non -Residential to Residential Multi -Family Dwelling Mobile home Mobile home replacement verified by Assessor Department Demo Permit (date issued ) verified by Building Department Comments: .:.x:J - 6� 1 o,csQ__<�, A V_) -_2)�'-,Y� I . C--� -�� -) - L(, � A &G Building DepartmentCR+esentative Date 1 0 FRRPD 0 (CARD 0 PRPD 0 DRPD certifies that: —AILW1 Applicant Name Phone Number i1 Cs�IL l/�� fly CLA Mailing Address city State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of. Dwelling Units @ $ Square Feet @ $ _ Remarks: Paid by Check No: on and -Park District Paid by Cash: V AVnV?,Ac\tti rrr nrnir. VYIRTAC\nar4_rPn danrtard fnrm rev I .doc per unit for a total of $ per sq foot for a total of $ Receipt No: BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM ITA (One form per Building) School District Building Department No. ©County A.P. Number C>4 Jurisdiction: ictio--1 city 1,-*' ' Property Owner Property Location/A Subdivision Residential Development No of Living Units Mu r. Commercial/indu'strial New Building Department Representative j '- Moble o �b9fle m•e Ins6jIa n Addition ............... ............ ........... ................................................ Sq. Footage Addition/ *Supplemental to (Gmu R) Conversion Permit # -(No foundation inspection) ......................................................... ........ Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Sq. Footage (including Exterior* Roofed Areas) qA Date Ji I Ditrict Identification No.. 0502Y L4711T)l School Dist'rict certifies that (Applicant) gu� (Str t Address) (Phone Number) ow (City) (State) (Zip Code has complied with the requirements of Resolution No. by payment of $ representing square feet. School District Representative t Paid by Check # Ij I A . Remarks: 2926 26 $ F MM FULL GATION $ F Date Nota: You may protest the Imposition of the fen Identified above by submitting a written protest to the District. In compliance with Govemment Code Section 66020(a), within 90 days from the date fen are paid. Failure to submk a timely written protest will"prohlbit you from chs1WVIng the Imposition of the fen In any court action. N, subsequent to the School District Representative signing this - Butte County Schools Impact Fee C*Mftatlon Form, the School. Distrid Is OR by the applleabls Local Planning Agency that this p cle c . Is being reviewed under the Calftmla Environmental Quality Act (CEQAh this p "I c" may be subject to additional school fen to fully n*kp%.Ks Impact on the school districre schools. White (applicant), Yellow (building department), Pink (school district) feeform.)ds (10103)drn.m I 1 • r Vze,a,5 / � lC vCaRJ Department of Publlc Works J. Michael Crump, Director LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant. l�is�h rge Elimination System (NPDES) Phase ll Construction Storm Water Permit and Stora Waiter Pollution Prevention Plan (SWPPP) Acknowledgement Project Description: Project Location 2nd/or Parcel Number: By signing below, I, the project owner/owner's agent, certify that this project `eTiTfY,L NOT DISTURB 1 acre -or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title:<SY I( 2prl� Date: Q/- Less than I Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Butte County Department of -De velopment Services ° 7 County Center Drive o ° - Oroville, CA 95965 o o ° ---�' ° (530) 538-7601 Telephone o o (530)538 -7 785 Facsimile cOUR BUILDING PERMIT -APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: • I need to submit applications for septic and/or well to Butte County Environmental Health immediately. • I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained • • I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building_ permit or require submission of amended building plans to the Building Division.. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant NamAPN: (J`��� ^ 0J12- Building site address: CNI n M Permit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: S GNAT E OF APPLICANT DATE Copy to Applicant/EH/File K:Fortes/BldgPennitwithoutClearances 020705 BUTTE COUNTY PERNIIT DEPARTMENT OF DEVELOPMENT SERVICES NO. MAY 03 ag BUILDING PERMIT APPLICATION1 AND SUBMITTAL REQUIREMENTS 13P `rl 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 BIN # A FEE WILL BE REQUIRED AT TIME OF APPLICATION ll1A /111cr OVER FOR SUBMITTAL REQUIREMENTS K WORMS\BUILDING FORMS\BldgApplSubRgmts.doc Pdge 1 of 2 LOCA AP#�Y Property Address �y Cross Street WORKER'S COMPENSATION P0110y Number Carrier c , If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. Name LENDING AGENCY Address Description or Scope of Work: kqb.�Frouoltage-���� rar ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Amount: ID �� C' Bldg U r SRA Receipt #: 0 Date: a Sheriff SMIP • Total REV 4-30-04 CDF FIRE SAFE REQUIREMENTS AP# / So�— 02 PERMIT # 05- 1117NAME Under authority of Public Resources Code Sec. 4290, the following checked items are required T by the Butte County Fire Department and made a part of this permit. These requirements are 11 J1 minimums and may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. Driveway Standards [X] Surface. All driveway surfaces and .structures (bridges, culverts and other appurtenant structures which .supplement ' the roadway bed or shoulders) shall " provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. [X] Grade. Not to exceed 16 percent unless paved. I Driveway Radius R [X] No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. [X] The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 T feet radius. x . [X] Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum n 25 -foot taper on each end. Q [X] Width. All driveways shall provide a minimum 10 -foot traffic lane and T T unobstructed vertical clearance of 15 feet along its entire length. U [X] Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates [X] _1. Gate entrances shall be at least two feet wider than the roadway E they serve. 2. The gates must be located at least 30 feet from the roadway and M shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 -foot turning radius shall be used. T S Setback for Structure Defensible Space Pq Maintenance of Defensible Space. To ensure continued maintenance of . properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the landowner. 1 • ..: `All parcels.l acre and larger shall provide a`minimum 30 -foot ,. . ; setback for buildings and accessory. buildings from all property lines and/or the center of the road. j 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See 'Other Requirements below. IX] Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction of flammable vegetation and fuels caused by site development and construction, road and driveway construction. Disposal shall be completed prior to completion of road construction or final building permit inspection. Other Requirements [ ] If Building Setback is 15 to 30 Feet: ✓. Class A or B roof ✓ Enclosed eaves ' I l If Buildino Setback is Less Than 15 Feet ✓ Class A or B roof with enclosed eaves and choose any 2 of the following: o Metal or no doors on side toward property line with insufficient setback o Interior automatic sprinkler system per NFPA 13D v Glass area not to exceed 10% of wall area toward property line with insufficient setback o Siding from the following list: o Stucco —"3 coat o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal o Other Butte County Fire Department approved materials ,S--3-as Date C D F is E Q U I R E M E N T S 9 i L CDF FIRE SAFE REQUIREMENTS AP# '� �a PERMIT # 05- //// `� NAME Under authority of Public Resources Code Sec. 4290, the following checked items are required T by the Butte County Fire Department and made a part of this permit. These requirements are 11 J1 minimums and may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. Driveway Standards pq Surface. All driveway surfaces and .structures (bridges, culverts and other _appurtenant structures which .supplement the roadway bed or shoulders) shall " provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. pq Grade. Not to exceed 16 percent unless paved. I Driveway Radius R Pq No roadway shall.have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. pq The length of vertical curves in roadways exclusive of ' gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet radius. R pq Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. pq Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum n 25 -foot taper on each end. pq Width. All driveways shall provide a minimum 10 -foot traffic lane and T T unobstructed vertical clearance of 15 feet along its entire length. U pq Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in T length, shall provide a turnout near the midpoint of the driveway. Where a 1 driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates pq 1. Gate entrances shall be at least two feet wider than the roadway E they serve. 2. The gates must be located at least 30 feet from the roadway and M shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 -foot turning radius shall be used. T T S Setback for Structure Defensible Space [x] Maintenance of Defensible Space. To ensure continued maintenance of . properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the landowner. • J:�.: , a All parcels1,acre and_largershall provide a'minimum 30 -foot setback'for buildings, and accessory, buildings from all property lines and/or the center of the road. I ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See 'Other Requirements below. [X] Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction of flammable vegetation and fuels caused by site development and construction, road and driveway construction. Disposal shall be completed prior to completion of road construction or final building permit inspection. Other Requirements If Building Setback is 15 to 30 Feet: ✓. Class A or B roof ✓ Enclosed eaves If Building Setback is Less Than 15 Feet ✓ Class A or B roof with enclosed eaves and choose any 2 of the following: ❑ Metal or no doors on side toward property line with insufficient setback ❑ Interior automatic sprinkler system per NFPA 13D ❑ Glass area not to exceed 10% of wall area toward property line with insufficient setback ❑ Siding from the following list: o Stucco —"3 coat o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal o Other Butte County Fire Department approved materials S-- 3 Date R E Q U I ENCROACHMENT PERMIT County of Butte Department of Public Works 7 Count Center Drive Oroville, CA 95965 Phone (530) 538-7157 Ext. 2016 Fax: (530) 538-4356 Download Forms: www.buttecounty.net/publicworks/forms.html NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Permit Number District Phone (530) 538-7157 Ext. 2016 -3 R — C APPLICATION I / WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads and highways, all in accordance with County ordinances and general laws. All information except signature must be typed or legibly rinted. 1. Applicant's Name: t - I ,i ✓"n • la. Company Name: 1 n - — n if 1. •,n n f ✓,ori-,. i t /�-h�cnC 3. Phone:,� 4. Assessor's Parcel Number: ; - S -)v — 5. Location of Work to be Done _ „ —1 ^_ • , 1- Q e,_c \IZ7 ' ` CONTRACTOR'S INFORMATION S. Contractor's Nam ins [ 9. Address c0 7 ")10. Phone: 11. Fax: l C,i 1p7� v 12. Contractor's License Number. 13. Certificate of Insurance: Yes (2— N0: ❑ 14. Contractor's Signature: 14a. Date Signed: f 15. Authorized Agent: TYPE OF WORK TO BE DONE 16. Please Check:Curb: El Gutter: ❑ Sidewalk: ❑ 17. If Driveway List Type: 18. Other Work - Describe: 19. Plans Attached: ❑ Yes ❑ No PERMIT GRANTED In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this permit form) and special conditions written below, permission is hereby ranted. 20. Conditions Ve-47Xle& -,te,-fes. 6� Underground Service Alert(U.S.A.) must be notified two working days prior to any excavation. 800-227-2600 21. ❑ All work shall conform to accompanying: Detail ❑ Plans ❑ Special Conditions ❑ 22. Date Issued D 23. Expiration Date: 24. Surety: v�5 25. Date Paid: 26. Mt Paid: /✓ ?7• Pat Y 28. Receipt No.: Mike Crump, irector of Public Works By: ,v w For CountyAdditional 29. Final Inspection Date: 30. Inspected By: ❑ Completed - O LJ —Not OK ❑ mments Attached v:e Poly' 31. Comments: Note: tt permits are taxCG IO any nun,ucl kiwi __, ._j ___ __ -r -- - _ ------ Page 1 of 2 2 -3 X 70- "6 0 '6 0 -f' Rrf• �,. , a�� �� 7 9.99 114>e- bb.- l� a � > CAA . 2 -3 X 70- "6 0 '6 0 -f' Rrf• �,. , a�� �� 7 9.99 114>e- bb.- STANDARD CARPET GREAT ROOM 094 W ROOM eE0ROOM5 '2 I '3 MASTER BEDROOM HALL TOTAL W/GLAMOUR BATH TOTAL 104-0-0 OPTIONAL CARPET KITCHEN11'-0' UTILITY I0'-0' M. eDRM. WARD. 10'-0' MAST. BATH 9'-01 GU=ST BATH SCRAP ONLY) 0 (20# & 30# ONLY) tit FOOTING SIZE REQUIRED (SO. IN.) PIER FOOTING SIZE REOUIRED (SO. IN.) PIER FOOTING SIZE REQUIRED (SO. IN.) PIER PIER CAP CITY FOOTING SIZE REQUIRED (S0. IN:) PIER CAPACITY N0. (LBS.) 1000 PSF 1500 PSF 2000 PSF CAPIER PACITY (LBS.) 1000 PSF 1500 PSF 2000 PSF CAPACITY (LBS.) 1000 PSF 1500 PSF 2000 PSF NO' (L8S.) 000 PSF 1500 F �2P00,, FSF _I 1 2000 288 192 144 3 4000 576 384 288 5 6000 864 576 432 O 10000 4 9 X720 0 2500 360 240 180 ® 5000 720 480 360 6 8000 1152 768 576 O 2000.E yy lis q,4 A tl GOLDEN WEST HOMES DRAWING TITLE CARPET & PIER PRODU f COLO E ■ I E OD NO& (31U -64F.-,04 ���/ ALBANY DIVISION SUPPORT L 0 CA TIONS SD' FT 51 D�` 1--21-0 �� 2445 S.W. PACIFIC BLVD. ��ALBANY, ;OR 97321 (541 926-8631 Phone I DRAWING FILE INFORMATION DRAWN BY : ALBANY DIVISION (6' WALLS) E. COLVIN SHEET —A 2 REVISED 1-26-04 EC (so � 858-3552 Fox tit UPI. MAS I tri BATH 'Alk t ' I f: I 3 i 8'-6° Cortw TO 36 UPI. MAS I tri BATH 'Alk t ' I f: I 3 i Ir.• lreetor Dynamics Foundation System INSTALLATION INSTRUCTIONS for the State of California Version 9IZ2003 INDEX Approval I PAGE RELEASE MANIMACTUREDROME 08MEHOMS SECTION NUMBER DATE FOUNDATION SYSTEU M"LT8 "Tip SAFETY CODE. SECTION ISM APPROVED INTRODUCTION 2 9/2/03 SUBMcrTOCm EcTIOMWOM GENERAL INSTALLATION 3 9/2103 A"*owu.sxor"mRORresM"rrxays PARTS LIST 4 & 5 9/2103 0w=0-xS OR D£vi"sloN mom REQUIREMOM A"UCAM STATE LAWS AND REQUTAT10i�t>< 912103 >� of alikwi. LONGITUDINAL DEVICES 6 � •�sa�aCoomnigDVOAVMW 7 9/2103. PIER HEIGHTS �"��'''"" 03 SET-UP INSTRUCTIONS 8 912/03 planAMoT4 E*= j FOOTER SIZES 19 'PAC-CE-5�'-`__-L' WIND ZONE I - SINGLE 9 912103 - DOUBLE 10 912103 - TRIPLE 11 9/2/03 - HIGH PIER 12 912103 WIND ZONE II - SINGLE 13 912103 9/2/03 �R�oe-oF:ssio,,,� - DOUBLE 14 TRIPLE 15 912/03 10.60245 T �q> CNiI V -DRIVE & PIER SYSTEMS 16 9/2103 CALIF��' SOIL CLASSIFICATION 17 912103 CONCRETE INSTALLATION 18 & 19 .. 912/03 TE COUNT 4.UILDING DEPARTM COMPONENT PARTS AVAILABLE UPON REQUEST. PPRe-VE Tie Down Engineering, Inc. VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS, Introduction These instructions describe the proper use of the lateral and longitudinal foundation system. You may also refer to the home manufacturer's installation manuals that include the Vector Dynamics system as an alternate foun- dation system. General The Vector Dynamics Foundation System provides the support to resist lateral, longitudinal and over -turning movement of the home as required by the Federal Manufactured Home Construction and Safety Standards in a specified wind zone when the system is used as described in these instructions. Please verify state or local wind load requirements prior to installation of the home. The Vector Dynamics Foundation System resists lateral & longitudinal wind & seismc loads by anchoring the two longitudinal main rails. The system is approved to be used on single or multi section homes: Nominally 12 feet to 16' feet wide- (single section) with main rail spacing of 95 inches or greater on center; multi section main rail spacing of 75 inches or greater on center. Nominal 8 foot or less top plate height at sidewalls with main rail depth of 12" or less. Maximum roof slope of 20 degrees (4.4" in 12" slope). Maximum eave width (roof overhang of sidewall) of 12" for Zone I, 8" fo Zone II Maximum pier height under main rails -see page 7. The Vector Dynamics Foundation Systems may be used as a part of the vertical or gravity support system con- sidering that each Vector Dynamics pad has two (2) or (3) square feets bearing area. To inquire about the use of the Vector Dynamics Foundation Systems with homes of four or more sections, other widths, or on homes requiring pier heights which are not included in these instructions, contact Tie Down Engineering, Inc. at 1-800-241-1806. The Vector Dynamics Foundation System has not been designed for use on exposure "D" homes within 1500 feet of the coastline. Additional vertical anchor ties that are unique to a home's design may be required by the home manufacturer. These locations may include shear walls, marriage line ridge beam support posts, end frame ties and rim plates. Page 2 California 9/2/03 GENERAL INSTALLATION INSTRUCTIONS REPARATION SITE P It is necessary that the home site be properly graded and sloped to prevent water and moisture from standing or flowing beneath the home. FOOTINGS AND FROST LINES The Vector Dynamics Foundation System was designed to be placed directly on top of the d Congroundcrete oared concrete) after clearing all loose vegetation. In areas with frost heave, use Vectorfor see pages 20 & 21) to comply with local requirements for footer depth. FOUNDATION/FOOTING SPECIFICATIONS FOR VECTOR PADS Vector Pads are used in place of conventional foundation pads. One callr pad as possibdes two or three square le a ong the length of the feet of bearing support. Vector Systems should be spaced as symmetrically home. For pier locations in between the Vector Systems, use the normal foundation pads. LUMBER/MOISTURE - TERMITE SHIELD To cut PVC or lumber (2 - 2x4's,1 - 44 or 1 adjustable steel commpression e mboero enteper Ve forfrasystem) st m) ford se center compression section,when using concrete blocks for piers, measure c to nce and subtract 16". When using METAL PIER STANDS, measure center to center frame distance and add 16". ALL WOOD MUST BE PRESSURE. TREATED, GROUND CONTACT RATED . Pre-cut our lumber and mark as to brand or model of homes you will be installing. If frame widths are the Tip Y same, the pre-cut boards will also be the same length in each Vector set-up. STRAP INSTALLATION All frame ties and diagonal straps must go from the anchor to the top of the I -Beam. See illustration below. 1. Attach frame hook to top inboard location of "I" beam. (Frame hook must be attached to frame at points closest to floor support.) 2. Keeping in line with the hook, wrap galvanized strap completely around "I" beam. 3. Pull strap past anchor head approximately ten inches before cutting to allow enough strap to give a minimum of five turns around the slotted anchor bolt. 4. Thread loose end through slotted bolt so that the strap is flush with the other side of the bolt. 5. Tighten slotted tensioning bolt a minimum of five full turn Page 3 California 9/210f Vector Dynamics Foundation Systems Lateral Component Parts List Vector System Lateral Stabilization Block Pads #59018 - 2 sq. ft. single/double block pads with hardware, swivel straps and slotted bolts Vector System Lateral Stabilization for Concrete # 59036 - Single (only) block pads with hardware, swivel straps and slotted bolts. # 59049 - Double block pads with hardware, swivel straps and slotted bolts. Vector System Lateral Stabilization For Difficult/Rocky Soils # 59287 -V-Drive System Must be used with: # 59018 - Vector for single/double block pads 3 Sq. Ft. Pad Vector System # 59271 - Vector 3 sq. ft. pad (2 required) # 59024 -Vector Lateral Hardware Kit, includes PVC adapter. Strap/Swivel Strap Connectors & slotted bolts not included. Page 4 California 9/2/03 Ve,ctor Dynamics Foundation Systems Longitudinal component Parts List Longitudinal Stabilization Hardware Kit # 10733 - (for use with 59018 Vector System, single stack block sets only. Longitudinal struts not included) Longitudinal Stabilization Hardware Kit for Concrete # 59023 - Includes 2 beam clamps, tension brackets, nuts and bolts. (for use with #59036 & 59049, longitudinal struts not included) 3 Sq. Ft. Pad Vector Longitudinal System # 59026 - Includes 2 beam clamps, 2 tension brackets, nuts & bolts. (for use with #59271, longitudinal struts not included) Page 5 Struts for Longitudinal Systems Part No. Length Pier Height # 59016 30" up to 2 Blocks # 59012 39" up to 3 Blocks # 59013 44" up to 4 Blocks # 59014 53" up to 5 Blocks # 59015 65" up to 6 Blocks PVC Adapter Bracket # 59281 - For use with Schd 40 PVC Center Compression Strut # 48612 - Single Section, 62"-108" # 48613 - Double Section, 34"- 60" (includes short u -bolts, nuts, washers and 6 self taping screws) California 912103 Longitudinal Stabilizer Devices The use of LSD systems on a single or multi section home replaces longitudinal, anchors, stabilizer plates and straps. The Longitudinal Stabilization Device (LSD) is used with the Vd6or Dynamics System to resist loads in the longitudinal direction (short dimension) of home. The number of LSD required is shown on pages 10-13. LSD C 1. Longitudinal Foundation Pad 2. Beam Clamp (2 per system) 3. Longitudinal Strut (2 per system) 4. Tie Bracket (2 per system) Combine Vector Dynamics & LSD Note: Two struts =1 L.S.D. Can be used on one pad or, opposite ends of the home. Examples of PoSSible Placement: (Contact TIE DOWN for placment in other Wind Zones) Wind Zone I Single Section I I I I I I I I I I I I I I I I I I I I I I I I Wind Zone I Double Section 18 Ft. Max. 32 Ft. Max. For greater widths use triple section design. Page 6 Wind Zone I Triple Section Wind Zone Tag Section w: 48 Ft. Max. California H C 9/2/03 50 in. Max. Maximum Pier Height Vector Dynamics Foundation Systems may be used on single section homes in Wind Zone I which require pier heights (from surface of Vector pads to top of concrete or metal pier) not to exceed 50 inches under one or both main rail(s). Note that a ground anchor must be used at each Vector system location where the pier height exceeds 24 inches for single section homes. On multi -section homes'in Wind Zone I, an anchor must be used at each Vector System location with pier heights above 46 with the following exception: double section homes that are 24' wide, in Wind Zone I, have a maximum pier height without anchors of 38". See page 12 for double section home high pier set instructions. 50 in Max. vlaximum Unequal Pier Heights imited,to 50" maximum pier height. The difference between the taller pier Homes with unequal pier heights are l and the shorter pier cannot exceed 26,, . x c 9/2/03 Page 7 California Set -Up Instructions for Vector System #59018 Long U -Bolts 1. Set Vector Pads Clear all vegatation where pads will rest. Place a long U -bolt in pad as shown. Press or ham- mer pad into the ground. 2. Set Block or piers on pads. Center foundation blocks or piers on pads. Place pre-cut center compression member between blocks, resting on pads, centers between U -bolts as shown. 3. Outside Tension Bracket Attach outside tension bracket as shown to out- side of pads. 4. Inside brackets & straps Attach the inside tie brackets to the U -bolts over the compresion member. Attach a strap w/hook or swivel strap w/nut & bolt. Place other end of the strap over opposite I-beam & down to out- side tension bracket. Cut strap 12 - 15 inches past bracket. Attach strap & slotted bolt in bracket. Tighten strap until tight with 4-5 wraps around bolt. Repeat w"th opposite strap. Page 8 California 9/2/03 SEISMIC ZONE 4 _ WIND ZONE fired for 1 ` Vector Dynamics Systems Requ Single Section Homes (Materials Required) - on home 1 Y az m;�i r'ay �e��£:�•a�!$d �.,, ,x �ayat �i•�s p4uy37`�� — — 1 Z `E E �,u�g 4vai 1 — _ (' . >v v� si-�.s �. t [. ��"�� � flit 5i�� �y�Z'I`e�;t� kms`` — ><.: • � p. tt m W cQ CU z. Note: L.S.D.= Longitudinal Stabilization Device see Paae 6. C-) w 0 iv L'_3 w C ri _ ' " n max• °' P v NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' 2, 3, 4A, & 4B instructions and/or state requirements. Soil Classifications: 1,000 PSF minimum Soil Bearing Capacity: 30�' with 2-4" helix anchor (59095), Anchors Required: 12" stabilizer plates (59292), 1-1/4" frame ties Vector Systems Anchors Required 24+" Piers L.S.D. Home Length Required Per Side or 24" Pier 3 2 3 2 A 0 to 72' 2 3 4 4 ector- i`.•. 73' to 90' Each Vector System requires one of the following: r;: , .......... 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) . W to CD O WIND ZONE 1, SEISMIC ZONE 4 Vector Dynamics Systems Required for Double Section Homes _ - - ' , - - ' " " " home ; `, ` (Materials Required) , _ - ' " , , - - - eCto , _ - - 1` \ "- --fie o E �. 4 3af � �:ft �z�x�.�.nt � .�., ^�'��. vlsy�»1���.. �C3�• its i.;a r.. '%Y" `\ NOTE: Vector Systems should be spaced as symmetrically as possible along the length o home. Pier spacing must be consistent with manufacturers' Instructions and/or state requirements. n w O w' No anchors required. For pier heights up to 46" for 28'-36' wide, 38" for 24' wide. � See Pg 12 for high pier instructions. WIND ZONE I Soil Classifications: 2, 3, 4A, & 413 Soil Bearing Capacity: 1,000 PSF minimum A nnkc Ron"irori•• Nnnn (*M.qrrignp will anchors may be required by home manufacturer) Home Length Vector Systems Required Anchors Required Per Side L.S.D. 0 to 40' 2 0 2 41' to 66' 3 0 3 67' to 84' 4 0 4 85' to 90' S 0 4 Each Vector System requires one of the following - 1 -4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) Note: L.S.D.= Longitudinal Stabilization Device See gage 6. 1 - ONE 4 ' -'-,r osmye rn WIND ZONE I, SEISMIC Z,,je`ocs.- --~ , - - - - �6 t; acing - Vector Dynamics Systems Required for . - - - , -;e of a Hera sp Triple Section Homes _ _ _ - �XamPhows 9e _K tral�o - arx�' (Materials Required) - •� NOTE: -an co When a pier height at Vector locations exceeds 46", anchor must be used on the outside wall/beam at that approximate location. NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. Tag or --,-y full triple 2 sq. it. pad 2 sq. ft. pad Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': None be equ required homewall manufacturer.) Home Length Vector Systems Anchors Required LSD Required Per Side Main TAG 0 to 48'. 2+2onTag 0 2 1 49' to 71' 3+2onTag 0 2 1 72' to 84' 4+2onTag 0 2 2 85' to 90' 5+2onTag 0 2 2 Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) WIND ZONE I, SEISMIC ZONE 4 (High Pier Sets) Vector Dynamics Systems Required for Double Section Homes (High Pier Sets with Diagonal Ties)- - _ - - - o� home double Se�tl 01 I I ` I NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' Instructions and/or state requirements. 0 4— WIND ZONE I 1eie ht Unit Width 11 See Page n �p - I -Beam W Specing �2 sq. ft. pad/ • 45' Min. 0 to 48' 2 2 2 49' to 71' 3 3 3 72' to 84' 4 4 4 85' to 90' S 5 4 Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required": 30" with 2-4" helix anchor (59095), 12" stabilizer plates (59292) 1-1/4" frame tie with connector Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or.1 adjustable steel compression (see parts list) WIND ZONE II, SEISMIC ZONE 4 (Hurricane) 'O >v to cu W 24" ton oa W Vector Dynamics Systems Required for ` \ Single Section Homes (High Pier Sets with Diagonal Ties) the es. 1e Sedk �o �y � ea yak 9ui\Jede�in i • - i a 12 it sP g. g Jot stakla�kon ExaR'psh Ws9nns be�ohom- �ation act n9 spx Pads WIND ZONE II (not to scale) Soil Classifications: Soil Bearing Capacity: Anchors Required": 2,3, 4A & 4B 1,000 PSF minimum 30° with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length 0 to 48' Vector Systems Required 3 Anchors Equired per side 5 LSD 2 49' to 60' 5 6 2 61" to 72' 6 7 2 73' to 84' 7 8 2 85' to 90' 8 9 2 NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' Instructions and/or state requirements. Maximum allowable working drag load for the Vector System with steel compression strut is 4,000 lbs. per the K2 Engineering test report. z.>r n, Each Vector System requires one of the following: �2 sq. ft. pad 1-4x4 'or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) i ector ....... r, nam/cs ', WIND ZONE 11, SEISMIC ZONE 4 - Vector Dynamics Systems Required for - _ _ -''`e se�tiJo� o °ys en a1 g��de�`nea Double Section Homes _ -' _ " - aovb. tot �e tilon R`a it 0f a e�a1 sP °mei I EXampting ,s ows 9 est be to 110 _ — — ; `� ` ♦.` Itakloin aasa NI ♦ ♦� .. L!z, 2 n• may.. ` 1 NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. Maximum allowable working drag load for the Vector System with steel compression strut is 4,000 lbs. per the K2 Engineering test report. Soil Classifications: Soil Bearing Capacity: Anchors Required`: 2,3,4A&4B 1,000 PSF minimum 30° with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Anchors Equlred per side Vector Systems Required LSD Oto 48' 4 4 3 49' to 60' 5 5 3 61" to 72' 6 6 1 3 73' to 84' 7 7 4 85' to 90' 8 8 4 Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) eetor.- ......_..........._...._.. _.._ �......... _._.......... �. -D CD - - - - - -- — ONE II, SEISMIC ZONE 4 WIND Z -- - "' -"-- ` - .♦ :� Vector Dynamics Systems Required for _ , - - , , - - , - ' \on homS ems. 1 ♦ `;, Triple Section Homes - - - , - - ' - " , - '{t mjj1�i se� Veoko` sy (Materials Required) - - - - - - pie o{ genera spa "A e eetor ........,. namics r:: ` ►' = - - - - - - - - - �Xa,fn Shoals l �z<, Mhz; � ... , `. -K ration 1 NOTE: When a pier height at Vector locations exceeds 46", an anchor must be used on the outside wall/beam at that approximate location. NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. Tag ori full triple Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 3/4" x 30" with 4" helix anchor (59095) 1-1/4" vertical ties w//4725 lbs. min. breaking strength. Home Length Vector Systems Anchpors Required Main SBTAG Required Oto 48' 3+2onTag 4 2 1 49'to71' 4+2onTag 6 3 2 � 72'to84' 4+3onTag 7 3 2 85' to 90' 5+ 3 on Tag 8 3 2 c>J oEach Vector System requires one of the following: w 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) 2 sq. ft. pad 2 sq. ft. pad Vector Dynamics Metal Pier & V -Di METAL PIER FOUNDATIONS For metal piers, place the piers in the center of the Vector pads. Set the single 44 or two 2x4's through the piers, centered in the U - bolts. Outside Tension brackets attach the same, Inside tie brackets mount "upside down" as shown in drawing. Metal piers using the Vector System can only be used on level ground sets. Conventional pier adjusters must be placed under beam with upturned edge directed towards the outside of the home. Pier spacing must be consistent with home manufacturers' installation instructions and/or state requirements. To cut lumber (2 - 2x4's or 1 - 44 per, or 1 adjustable steel commpression member, part 7#59043 Vector system) for the center com- pression section, when using METAL PIER STANDS, measure center to center frame distance and add 16'. Optional Moisture Termite Shield may be required in certain regions. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths are the same, the pre-cut boards will also be the same length in each Vector set-up. V -Drive for rocky soil V -Drive anchors are used only in Zone 1. single section homes. V -Drive anchors are used only in Zone I, single section homes in areas where rocky soil conditions do not allow helix style anchors to be installed. Vector Systems are set following the general set up instructions provided. With the V -Drive anchor, the short 2x4 boards used with the outside tension brackets are discarded. In place of the short 2x4's, a longer 2x4 is used as per the diagram above. This 2x4 board should extend from the base of the Vector pier set to 5 inches from the side wall of the home. Place the V -Drive head over the end of the longer board. Using a heavy hammer or electric hammer gun, drive the three V -Drive anchor rods through the V -Drive heads at an angle of approximately 45 degrees under the home. The rods must come to a complete stop on the V -Drive head. Attach a strap with hook or buckle to the frame and attach to the V -Drive head with a slotted bolt. Cut the strap end about 12 to 15 inches past the anchor head to allow at least four or five wraps around the slotted bolt. Continue tightening strap until all slack is out and strap is tight. Page 16 California'- , `° N 412103 VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS d: k Vector Dynamic Foundation Systems may be used only on homes set on soils classified as Class 2, 3, 4A and 46 as described in the table below: SOIL CLASSIFICATIONS Soil Class Types 'of Soils - Blow Count (ASTM Soil Test Probe (1) D2586) Torque Value (2) 1 Sound hard rock...... NA NA Very dense and/or 40 -up More than 550 lbs - in. cemented sands, coarse 2 gravel and cobbles, preloaded silts, clays, and corals " Medium -dense coarse 24-39 350-549 lbs - in. 3 sands, sandy gravels, very stiff silts and clays 4A Loose to medium dense 14-23 275-349 lbs - in. sands, firm to stiff clays 4B and silts, alluvian fill 175-275 lbs - in Peat, organic silts, 0-44 175 lbs - in. 5 inundated silts, loose fine and lower sand, alluvium, loess, varied clays, fill, fly ash. (1) The purpose of the soil test probe is to gauge the strength of the soil below the surface and near the anchor's helical plate. The strength of the soil is estimated in terms of its resistance to penetration (flow) under load by means of the torque probe and is measured in Ib -in. The test probe has a helix on it. The overall length of the helical Section is 10.75 in.; the major diameter is 1.25 in.; the minor diameter is 0.81 in.; the pitch is 1.75 in. The shaft must be of suitable length for anchor depth. (2) A measure synonymous with moment of a force when distributed around the shaft of the test probe. Vector Foundation Pads Equivalent to Footer Pads* Footer Size: Footer Size: 16x16 = 256 sq. in. 20x20 = 400 sq. in. or 16x18 = 288 sq. in. -,-- - or 17x25=425 sq. in. EQUALS EQUALS = 2 -Vector Pads # 59275 1 -Vector Pad # 59271 - - - 288 sq. in. or 432 sq. in. 1 Vector Pad # 59130 Vector Pad(s) exceed the surface area required when used as the equivalent listed above. 'Foundations in soil with a bearing capacity of less than 1,000 PSF must be designed by a Registered Professional Engineer miliar with site conditons `aJ 4 M C Page 17 California 9/2/03 Vector Dynamics System for Concrete Applications Instructions These instructions are an addendum to the standard Vector Dynamics instructions. Read and follow all applicable instructions and guidelines in the Vector instructions and home installation manual. The Vector system for concrete pads applies to concrete footers, runners and slabs. Minimum size of concrete per Vector pier is 24"x24" x 4" or 18" round (min) x 10" deep. The bottom of footers must be below the frost line or a minimum of 4" below finished grade whichever is greater. Concrete must be sufficiently cured and set to accommodate an anchor bolt to its' full load resistance. 1. Determine location of pier sets where the Vector systems will be located. 2. Place one Vector concrete pad (galv. metal) on the concrete where the pier will be located, centered under the I-beam of the home. Place the upturned edge towards the center of the home and directed to the opposite Vector pier. Do the same for the opposite Vector pier. 3. Measure the distance between the two Vector system pads at the base where the Vector. pad meets the concrete. Cut two ground treated 2x4's or Schedule 40 PVC pipe, or 1 adjustable steel commpression member, part #59043 this length and place between the piers as shown. 4. Place a long u -bolt under the 2x4's and through the holes of the Vector pad as shown. 5. Place the concrete pier blocks on the Vector pad. Center the blocks under the frame. The upturned edge end of the Vector pads should be up against the inside of the pier blocks. 6. Build vector piers but do not wedge at this time. 7. Using a concrete drill bit, drill two holes on each side into the concrete using the holes in the Vector pad as a guide. Drill the 3/8" diameter holes 3 inches deep. 8. Place an outside tension bracket on the Vector pad as shown in Illustration one. Line up the holes in the bracket, Vector pad and concrete pad. Illustration One of a Single Section Set -Up Vector pa for concret( footer Page 18 California Wood Cap and wedge Outside Tension Bracket Wedge Bolt 9/2/03 Vector Dynamics System for Concrete Applications Instructions 9. Put a washer.and nut on one of the 3/8" x 3-3/4" wedge anchors. The nut should be screwed on enough to have 1 or 2 threads showing on the top of the bolt. Place the wedge end of the bolt into one of the holes, going through the outside tension bracket, metal Vector pad and into the concrete. 10. Using a hammer, tap the wedge bolt into the hole. Maximum height for expansion bolt above concrete is 2". 11. Repeat for the other hole in the outside tension bracket and the two holes on the other Vector system pier set. 12. Place an inside tie bracket over the u -bolt so that the lip of the bracket is between the Vector plate and concrete blocks. Place washers and nuts on each U -bolt. Do not tighten yet. 13. Attach a strap with hook or crimp seal to the inside tie bracket, with sufficient length to go over the opposite pier and down to the outside tension bracket, plus 12 inches for wrapping the slotted bolt. Repeat for the opposite side. 14. Tighten inside u -bolts at this time. 15. Use the outside tension brackets to remove any space between the outside tension brackets, concrete blocks and the inside edge of the Vector pad, by tapping the brackets with a hammer. Wedge the pier set at this time. 16. Using a 9/16" socket wrench, tighten all of the wedge/anchor bolts, securing the outside tension bracket and Vector pad to the concrete. 17. Using a slotted bolt in the outside tension brackets, insert strap through slotted bolt with end of strap aligned with outside edge of bolt. Turn slotted bolt until straps are tight using at least five turns on the slotted bolts. Illustration Tm Inside Tie Bracket Compressi( boards of PVC Pipe U -bolt Page 19 California 2 Vector pad for concrete Concrete footer 9/2/03 rr 0 Golden West INSTALLATION MANUAL m Last Printed: THIRD PARTY APPROVAL FEDERAL MANUFACTURED Q cD HOUSING CONSTRUCTION L J Cr SAFETY STANDARDS } V p APR 0 3 2001 O ,.iUdDING 0EPARFMt * GOLDEN WEST HOMES IS A REGISTERED TRADE NAME OF HBOS MANUFACTURING. LP . INSTALLATION MANUAL ROOF DESIGN LOAD ❑ 20 PSF ❑ 30 PSF ❑ 40 PSF ❑ 60 PSF ❑ 80 PSF WIND DESIGN LOAD 15 PSF CORPORATE OFFICE Manufacturing, Western Region Office 2222 South Dobson Road, Bldg. 3, Suite 302 Mesa, AZ 85202 (602)777-1855 MANUFACTURING LOCATIONS PERRIS DIVISION 3100 N. Perris Blvd. Perris, CA 92571 (909) 657-1611 ALBANY DIVISION 2445 Pacific Blvd. S.W. Albany, OR 97321 (503) 926-8631 March 26, 2004 Golden West Homes Installation Manuals; Engineer's expiration date To whom it may concern: This letter is to verify that my. professional engineers license new expiration date is '3/31t2006 and shall apply to all Golden West Homes installation manuals in their entirety. Any party who requires further verification may contact me directly at (336) 664-3970. Sincerely, Mark J. Ezzo, P.E. ro p"WESS10,ya� i0 S E; P y F<> �0 9 N0: C042011� Exr Sj��EOFICAI FQ"�\P ` TABLE OF CONTENTS Page Forward - 1 Federal Preemptiori •• 1 Preliminary Preparations 2 Structural Loading Requirements w . 2 Setting Single Wide or "A" Section of Multi -Wide Home 3 Mating of Additional Sections of Multi -Wide Homes ... 3-4 Utility Hook Up , .. 4-7 Final Close up and Inspection •• 7-8 Ventilation of Underfloor Area 7 Ground Cover Vapor Barrier 7 Dryer Ventilation, Smoke Alarm Testing 8 Support Plans, Pier Supports, and Footings 9-10 Foundations .. 11 Open Slatted Decks 11 Site Built Structures .. 11 Site Installed Ground Mounted Evaporative Coolers 11-12 Basement Designs 12 Site Installed Gas Range 12.1 Support Plan Diagrams: ... 13-17 Single Wide 13 Double Wide 14 Triple Wide — Longitudinal Tag Unit 15 Triple. Wide —Transverse Tag Unit 16 Four Section Home - "T" Model 17 Tables: Table I Support Schedules (Chassis & Perimeter Support Piers) 18-23 Table II Ridge Beam Support Schedules 24-28 Table III Mating Line Bearing Wall Support Schedules 29-31 Drawings and Details: Sheet Support Plans - Outset Floor & Recessed Sidewall .......................... S-5 Support Plans - Porches & Fireplaces ............................................... S-6 Support Plans - Porches & Decks ..................................................... S-7 Pier & Footing Support Details.......................................................... S-8 Floor & Roof Close -Up Details - 3:12 Roof ........................................ S-10 Roof Close -Up Details - 4:12 Roof .................................................... S-11 Alternate Floor Connection at Mating Line ........................................ S-12 PlumbingDetails................................................................................ S-13 MechanicalDetails............................................................................. S-14 ElectricalDetails................................................................................. S-15 Wall & Roof Close-up Details............................................................. S-16 WallClose -Up Details........................................................................ S-17 Transverse Tag Interconnection Detail S-18 Tag Unit Deck Railing S-19 Typical Tiedown Details..................................................................... S-20 Longitudinal Tiedown Details S-21 Roof Close-up Applications - Tag with Standard Gable .................... S-30 Roof Close -Up Applications - Alternate Valley .................................. S-31 Add -On Eave Details......................................................................... S-35 Roof Close -Up Applications - Vent Pipe at Ridge ............................. S-40 Fireplace & Chimney Installation....................................................... S-41 Site Built Garage / Entry'- Plan Diagram ........................................... S-50 Site Built Garage Roof Framing.......................................................... S-55 Hinged Roof Close Off Detail iii S-61 Hinged Roof Close Off Detail Hinged Roof Close Off (Site Instructions) Hinged Roof Factory Installed Notes iv S-61.1 S-62 S-63 FORWARD This installation manual contains specific instructions that must be strictly adhered to in order for the home to perform properly. These installation procedures must be performed by an experienced installer who has carefully read and understands all aspects of the installation instructions. Check with the local regulatory agency at the location where the home will be installed for specific requirements that must be known in order to properly use this manual, i.e. roof load, wind load, soil bearing capacity, etc.. For any questions regarding these instructions please contact your retailer first, who will refer you to the factory if he is unable to offer assistance. FEDERAL PREEMPTION All homes built by HBOS MANUFACTURING LP. are constructed and inspected to comply with the "Federal Manufactured Home Construction & Safety Standards" (24 CFR Parts 3280 & 3282 respectively) in accordance with the requirements of the U.S. Department of Housing and Urban Development. This standard is more commonly referred to as the "HUD Code". Individual states, counties, and cities shall have no authority to establish standards regarding the construction or safety of a manufactured home which are not identical to the Federal Manufactured Home Construction and Safety Standards. A metal certification label is affixed to each section of home to certify that the home has been constructed and inspected to comply with these Standards. The design plans and in -plant construction of all homes are inspected by independent third party agencies to assure compliance with the Federal Standards. The private company RADCO and the State of Oregon are both approved by H.U.D. to provide such services. Any party that desires further verification may contact Mr. Philip W. Schulte at the Department of Housing and Urban Development (H.U.D.) at (202) 755-7420. Mr. Schulte is the Chief of the Compliance Branch for the Manufactured Housing and Construction Standards Division. r - PRELIMINARY PREPARATIONS 1. Check with the park manager (or retailer for a private property set) for the exact location of the home site. 2. Check access to utilities prior to setting up the home. 3. Verify whether or not wheels and detachable hitch are to be removed. 4. For Park sets, park manager must sign for location and note any special instructions regarding the installation of the home. 5. Verify receipt of standard items and set up materials shipped lose with the home per checkout list. 6. The home site must be graded and sloped properly to prevent water accumulation in the area beneath the home. 7. Verify (by inspecting the home's data plate) that the home has been designed and constructed to accommodate the roof and wind load requirements established by the local jurisdiction (see "Structural Loading Requirements" below). STRUCTURAL LOADING REQUIREMENTS The structural installation requirements vary for each climatic zone or region in order to compensate for variances in roof snow loads, wind loads, and soil bearing conditions. The local authority having jurisdiction may place special load requirements for the manufactured home which differ from the H.U.D Standards for a particular region. In all cases, the local authority must be contacted for their specific structural loading requirements. Make sure the manufactured home . design meets the specific load requirements at the location where it will be installed. Each home is designed and constructed to accommodate the roof live load as checked on the first page of this manual, either 20 psf, 30 psf, 40 psf, 60 psf , or 80 psf and a horizontal wind load of 15 psf. The home's "Data Plate" must also have a checkmark next to the appropriate roof and wind loads which should coincide with the loads identified on the first page of the manual. -The roof load that is checkmarked on the data plate does not necessarily dictate the required support requirements. Rather, it only indicates the maximum roof load zone that the home may be located. All homes must be supported consistent with the local roof load zone where the home is to be set. 2 SETTING SINGLE WIDES OR "A" SECTION OF MULTI-WIDES 1. Tow unit into desired location over firm footing on home site. 2. Remove transportation closure material (weather proof covering and close - off grid work). A. Temporary ridge beam support posts are to remain in position to maintain ceiling heights during joining of unit sections. B. Make sure that all nails and staples that may prevent the sections from properly joining together are removed. 3. Starting with the open side of the unit, place the first hydraulic jack under the chassis beam just forward of the front axle spring hanger. Allow room for the pier support to be placed next to the front spring hanger. 4. Second jack shall be located under same chassis main beam just behind the rear axle spring hanger. 5. Uniformly lift this side of the unit using both jacks and remove the tires. 6. Locate first two support piers adjacent to the front and rear axle spring hangers. Adjust initial piers as low as possible for easy leveling. Generally, maintaining proper pitch in the drain lines will be the governing factor. 7. Place an additional support pier no greater than 24 from the front and rear end of the home. 8. Lift other chassis main beam and remove the tires (see steps 3 through 5). 9. Place piers directly opposite those placed on open side beam. 10. Evenly space the remaining piers at the required spacing for chassis supports per Table I. Install perimeter support piers per Table I as required. 11. Level the unit from side to side and front to rear by adjusting pier support heights and or shimming. Levelness must be checked using a water level or large carpenter's level, and by observation of passage doors and cabinet doors for plumb fit. MATING OF ADDITIONAL SECTIONS OF MULTIWIDE HOMES 1. Tow "B°' section as close as possible to "A" section. 2. Place jacks under the chassis main beam nearest to the "A" section forward and rear of axle, lifting "B" section approximately 1/2 off the ground. 3. Place a third jack against the outside wheel hub at a 45 ° angle to the ground and jack the "B" section against the "A" section. 4. With the first two jacks still under the main beam at the axles, raise the hitch jack to about 20 . The third jack should be set under the outboard side of the hitch at a 45 ° angle. Letting down the hitch jack will allow the entire floor front to slide over to mate with the "A" section floor. 5. With the third jack at the front of the unit, raise the floor beginning at the front crossmember to flush the inside of the front wall and top of the floor. Adjust front and rear alignment of the home sections with hydraulic jacks using ceiling panel joints as guides. Remove tires and store beneath home if desired. 6. Insert 1/2 bolts through mating angles at outrigger ends starting from the front crossmember. See detail "D" on drawing S-10. These bolts also serve to electronically bond the chassis. On homes where mating angles are not installed or do not align across the mating line, refer to drawing S-12 for alternate floor connection and bonding instructions. 7. Apply jack pressure under the inside main beam to obtain a flush floor, then set pier supports at required spacing to match the "A" section. Place jacks under outside chassis beam and apply even pressure to bring ceilings together. 8. When all wall joints at the ceiling are aligned, jack the inside to bring the ceilings flush and, starting at the front of the home, secure roof sections together through the ridge beam halves per drawings S-10 and S-11. Note: For 20 psf and 30 psf roof loads, 1/2 diameter bolts or 3/8 diameter lag screws may be used. For greater roof loads use only 1/2 diameter bolts. Once the ridge be halves are properly attached, remove the temporary support posting along the mating line. 9. After ceilings are secured, set support piers under outside chassis main beam and remove jacks. At the mating line, set additional piers under ridge beam support posts and bearing walls. For justification of all supports at the mating line refer to pier support Table II and Table III. 10. Install perimeter support piers as required and shown on the support plan diagrams and Table I pier support schedules contained in this manual. Adjust height of all support piers from front to rear and side to side using a level on the inside floor to assure that a final level position has been achieved. 11. Repeat above directions for additional sections of home. 12. Close up roof section at mating line(s) of home and other areas as required. Refer to drawings S-10, S-11, S-12, S-16, S-17, S-18 ,S-30 through S-41, and S-61 through S-63. 13.lnstall tiedown straps & anchors where required. For spacing see the appropriate support plan diagram. For tiedown notes & specifications see drawing S-20. UTILITY HOOK-UP 1. Install hot and cold water line crossovers, when required, below the HBflLPr with approved flex connectors provided by OS MANUFACTURING See drawing S-13 detail "A' or "B". Crossovers shall be the same size as the pipes in the home at the crossover point. 2. Hook up waste line crossover when required with approved connector. See drawing S-13 detail "D". Assure all drain lines have proper slope (fall) of 1/4 minimum per foot toward outlet (1/8 minimum per foot if factory installed cleanout provided at upper end of drain line). Provide final installation of any ship loose waste lines at this time (see S-13 details "E" & "F"). 4 3. Install gas line flex connector supplied with the home for crossover when required. See drawing S-13 detail "C". A. Flexible crossover connectors shall be listed for exterior use. B. Crossovers shall be the same size as the piping in the home at the crossover point. C. Crossover connections shall be made by a listed quick disconnect device. Do not use tools on this device. 4. Hook up water line to service. A. Minimum 3/4 water connection required. B. The manufactured home is designed for an inlet water pressure of 80 psi. A pressure reducing valve must be installed and calibrated in areas where the water pressure exceeds 80 psi. C. A master cold water shut-off valve shall be installed in the water supply line adjacent to the home. D. Protection from freezing: If the home is installed in an area subject to freezing temperatures, the exposed section of the water supply piping, shut-off valve, and pressure reducer must be protected. The most effective means of accomplishing this is by the use of a thermostatically controlled heat tape. For this purpose, all homes are equipped at the factory with an electrical receptacle outlet under the home in the vicinity of the water supply inlet. Note: The heat tape used must be listed by a nationally recognized testing laboratory for use with manufactured homes, and installed in accordance with the manufacturer's instructions. In mild climates subject to only 'occasional below freezing temperatures, an alternative is to wrap exposed sections of the water supply piping with insulation, loosely taped to prevent excessive compression. E. To drain water lines, remove cap from drain location, open faucets . and apply air pressure until all water is removed from the system. 5. Hook Up Gas Line To Service A. Use a gas supply connector listed for manufactured homes and rated according to the label attached to the home at the gas supply connection. B. The gas piping supply system is designed for a maximum pressure of 14 water column (1/2 psi) and not less than 7 water column (1/4 psi). 6. Hook Up Waste Line To Service A. Minimum 3 waste connection required. B. An approved flexible connector shall be installed at each end of the drain line from the home to the sewer inlet. C. For shipped loose drain line installation, see drawing S-13 detail "E". 5 0 7. Complete electrical hook up and installation of light fixtures shipped loose for interior and exterior of home prior to turning on service. Warning: Do not turn on breaker to water heater until tank is full of water. 8. Complete electrical crossover(s) at mating line between floor sections. Each crossover will consist of a length of 1/2 flex conduit with conductors on one floor section and a junction box with cover plate on the other'floor section (see drawing S-15 detail "A". All splice connections shall be made with wire nuts. Always replace cover before turning power on. 9. Complete electrical hook up from manufactured home to service. For 100 amp service or larger, 4 splice connections are required in the junction box (see drawing S-15 detail "B"). Connectors at the junction box shall be split bolt, sleeve type, or other approved connectors. See table below for minimum wire and conduit sizes. Service Al Conductor Al Neutral AI Ground Conduit 100 am No. 1 THW No. 1 THW No. 6 THW 1 1/2 125 am No. 2/0 THW No. 1/0 THW No. 4 THW 1 1/2 150 am No. 310 THW No. 1/0 THW No. 4 THW 2 200 amp No. 4/0 THW No. 2/0 THW No. 4 THW 2 10. Complete electrical connection for air conditioner where required. The circuit for an air conditioner terminates in a junction box without a receptacle.' The conductors shall be spliced with wire nuts or other approved devices. See table below for wire sizes. A disconnecting means shall be provided which is located within sight of the controller location. Air Conditioner Size WEE'InduitSize 3 Ton 3/4 3 1/2 Ton 3/4 4 Ton 314 5 Ton 3/4 ' 11. Hook up duct crossover(s) beneath home for down flow heating systems. See drawing S-14 and model specific heat duct diagram shipped with the home. t 12. After completing all utility hook ups to service, perform the following tests: A. Electrical function test. B. Water pressure test. C. Flood test (plumbing drain system). D. Gas test. E. Appliance function test. 13. Floor undersheathing (bottom board): The sheathing covering the bottom of the home is special material that is either vinyl coated or asphalt impregnated to protect against moisture, rodents, and unconditioned air. This sheathing was inspected and intact at the factory, but may have been damaged in transit or during set up. If a large hole is found and the material is vinyl coated, use a patch of the same material, tacking to the nearest floor joists, and seal the edges with tape to retain air tightness. Small holes may be sealed with tape alone. If the material is asphalt impregnated board, use a patch of the same material with a bead of adhesive around the contact edges to make an air tight seal. Tack to the nearest floor joists, or use divergent staples. Your retailer can provide material and information, or can arrange for repairs. Wrap all P -traps exposed below the floor with insulation, then wrap the bottom board material and tape all seams. FINAL CLOSE UP AND INSPECTION 1. Ventilation of Under Floor Area: The underfloor area must be ventilated to minimize condensation beneath the home. A minimum of 4 ventilation openings shall be provided from the underfloor space to the exterior. The combined openings shall have a net area equal to at least one square foot for every 150 square feet of floor area. Place the required openings as equally distributed as possible along the length of at least two opposite sides, with openings located close'to corners to provide cross ventilation. 2. Moisture Control of Underfloor Area: A vapor retarding ground cover of (6) mil black polyethylene material or other equivalent membrane must be used to prevent ground moisture from entering the home. 3. Install ship loose parts to finish close off for exterior. See drawings S-16 and S-17. 4. Remove detachable hitch and store beneath home. 5. Install the ceiling beam molding and all other necessary molding to complete the interior trim. 6. Install pad and carpet in designated areas. Floors shall be swept clean and the joint at the mating line seam in the floor must be taped prior to installation. 7. Assure that the bottom edge of the factory installed exterior siding is kept at least 6 from the surrounding soil. Also, siding must not be in direct contact with concrete. 8. A roughed -in dryer vent opening has been provided for the future installation of a clothes dryer. Installation of the vent from the stub -in to the outside of the home must comply with the installation instructions provided with the dryer. Under no circumstances may the dryer be vented to the area beneath the home. F 9. Check the following during final walk through inspection: A: All drawers and doors for proper alignment and fit. B.. Floor tile, counter tops, marble, fiberglass, paneling, exterior, finish, and* roof for acceptable condition. C. Plumbing and electrical hook ups. 10. Verify proper operation on all smoke alarms by performing the following steps: A. Determine that the power source is connected. B. Visually check for proper connection to the power source. C. Manually depress the check button. D. A "sound" indicates a working smoke alarm. E. In the absence of a "sound" , install a replacement smoke alarm and repeat items A thru E. F. All switches are to be in the off position when testing the smoke alarm(s). G. All alarms are to be tested.. 11. For basement homes install a smoke alarm at the junction box under home And test alarm to ensure power. 12. Smoke alarm installation instructions are with the home in the Homeowners Manual. 8 SUPPORT PLANS, PIER SUPPORTS, AND FOOTINGS In order to properly set up and install the manufactured home according to the pier support plans and schedules, the following information must be known in advance: 1. Roof. Load Zone: The local roof load where the home will be installed is typically either 20 psf, 30 psf, 40 psf, 60 psf or 80 psf. Note that 20 psf is often referred to as "South Zone" and 30 psf can be referred to as "Middle Zone". Check with the local building authority to determine the required roof load at the home site. 2. Soil Bearing Capacity: The pier support schedules are based on soil bearing capacities of either 1000 psf, 1500 psf, or 2000 psf. Refer to soils report or check with the local building authority for the proper soil bearing capacity to use with the support tables. 3. Home Size Specifications: The floor width of each home section will either be 9 -10 (10 Wide), 11 -10 (12 Wide), 12 -8 (14 Wide), or 13 -6 (14 Wide). The eave lengths will vary from 0 minimum to 16 maximum. CHASSIS & PERIMETER SUPPORTS Refer to the appropriate "Support Plan" diagram (single wide, double wide, triple wide, etc.) for a plan view of the generic support requirements. Then, with the information from items 1 through 3 above, enter Table I to determine the required pier capacity and footing pad size for chassis and perimeter supports based on the pier spacing you desire to use (either 4, 6, or 8 spacing).. If the required capacity or footing area is greater than the rating of you pier or pad, you must either decrease the pier spacing or use multiple piers and or pads with a combined capacity to meet the requirement. Refer to drawing S-8 for pier and footing support details. Typically, perimeter supports are not required for 20 psf roof loads. However, perimeter supports are required for all roof loads at each. side of all door and other openings in the sidewall that are greater than 48 as shown on the support plan diagrams. Perimeter supports are not required where the home is installed on and supported by a foundation system that has a continuous perimeter wall and footing capable of transmitting the design loads to the soil (see "Foundations") SPECIAL SUPPORTS - PORCH COLUMNS POP -OUT FLOORS ETC. Pier supports are required at outset or pop -out floors, porch column posts, and outset fire place locations as shown on drawings S-5, S-6, & S-7. E M FOOTINGS Footings shall be placed level on firm, undisturbed soil or on controlled fill which is free of grass and organic materials, with a minimum soil bearing capacity of 1000 psf. In areas where the ground is subject to freezing, footings shall be placed to extend below frost line according to local jurisdiction requirements. CONTINUOUS FOOTINGS If continuous footings are used (see S-8 detail "E"), the only information necessary from Table I is the pier capacity and spacing required. Disregard the required footing area. By limiting the pier load over continuous footings to 5200# for 1000 psf soil and 6000# for 1500 psf and 2000 psf soil, the required footing area has been accounted for. Note: The 5200# and 6000# limitations refer to both individual pier loads and to the combined load of multiple piers. RIDGE BEAM & MATING LINE BEARING WALL SUPPORTS Tables II and III are used for the support requirements at the mating line between two floor sections. Note: For justification of mating line supports, refer your local authority or building inspector to Table II and Table III of this manual. UNDER FLOOR CLEARANCE AND HEIGHT RESTRICTIONS A minimum ground clearance of • 12 shall be maintained beneath the lowest member of the chassis main frame (I beam). Where the home is installed on a basement or split level type foundation or when more than 25% of the area of the home is installed so the bottom. of the main frame members are more than 36 above the ground level, the foundation system shall be designed by a licensed professional engineer or architect and the installation approved by the authority having jurisdiction. 10 FOUNDATIONS The support system(s) shown in this manual (piers, footings, and anchoring devices) comprise the minimum structural requirements for supporting the home to resist the total design loads as indicated herein. Where homes are installed on permanent foundations or other alternative support systems, such methods shall meet the requirements of the local building authority and when required be certified by a registered professional engineer ,or architect. The tiedowns as shown in this manual are not required where a permanent or alternative support foundation system is used that has been designed to resist local wind loads, is certified by a registered professional engineer or architect, and is approved by the local authority having jurisdiction. OPEN SLATTED DECKS AT PORCHES AND RECESSED ENTRIES Where open slatted deck boards are used at recessed entries and porches, provisions must be made to ensure water is not permitted to drain into the area under the conditioned portion of the home. Any perimeter type skirting or foundation wall should be installed to follow the exterior wall of the home and permit the area beneath the porch to drain water away from the home. SITE BUILT STRUCTURES ADJACENT TO MANUFACTURED HOME It is permissible to construct a site built structure (garage, porch, awning, etc.) adjacent to the manufactured home provided the attached structure is self supported (freestanding) and does not rely on the manufactured home for support. In addition, it is acceptable to extend the garage or porch gable fill roof framing over and onto the manufactured home roof as long as the gable framing is designed and constructed to distribute roof loads uniformly over the manufactured home roof as shown on drawing S-55 of this manual. All site construction shall conform to local building codes and proper fire separation shall be provided where required. SITE INSTALLED GROUND MOUNTED EVAPORATIVE (SWAMP COOLERS) Ground mounted swamp coolers may be installed on site provided that the following criteria is adhered to: • The floor framing and chassis must not be cut, damaged or altered. 11 SITE INSTALLED GROUNDu MOUNTED EVAPORATIVE` (SWAMP COOLERS) CONTINUED FROM PAGE 11. • The main duct system supplied with the home must not be altered or tied into with the swamp cooler ducts. • The swamp cooler ducts must be airtight as well, as below the bottom board with the exception of vertical risers into registers. The bottom board must be repaired per page 7 of this installation manual where vertical risers penetrate the bottom board. • The swamp cooler must be installed per manufacturer instructions and is subject to local jurisdiction regulations. BASEMENT DESIGNS It is the responsibility of the retailer and/or owner to provide a basement design that has been engineered arid sealed by a professional engineer. Basement designs shall adhere to local building codes and shall be approved by the authorities having jurisdiction. The basement foundation (as designed by a registered engineer) must provide proper support for the home based on the loading and spacing requirements specified in this manual. UNDER NO CIRCUMSTANCES SHALL THE MAIN CHASSIS BEAM SUPPORTS BE SPACED MORE THAN 12 ON CENTER. GOLDEN WEST WILL NOT WARRANT AGAINST ANY PROBLEMS ASSOCIATED WITH FLOORS IF THE MAIN BEAM SUPPORTS ARE SPACED MORE THAN 12 ON CENTER. Marriage wall columns on each side ' of openings must be supported according to the design load criteria shown in tables II & III in this manual. This home's electrical, mechanical and plumbing systems shall not be tapped into or altered in any way, nor shall the floor framing and chassis system be cut or altered in any way. Stair construction at basements must comply with the UBC and local codes for widths, clearances, headroom, landings, fire protection, fire separation, smoke detectors, egress requirements etc. Stairs shall be independently supported and shall not rely on the manufactured home for support. Guardrails and handrails at the basement access location shall be installed on site and shall be in accordance with the UBC and all applicable local codes. 12 INSTRUCTIONS FOR SITE INSTALLED GAS COOKING RANGE I. FACTORY PREPARATION The home manufacturer will provide a space for the future installation of a cooking range. The metal hood and cabinet protection required by 3280.204(a) of the HUD Standards and the flame spread and fire protection requirements for surfaces adjacent to the range per 3280.203 shall be installed in the factory. A gas riser will be installed at the range space and capped off to accommodate the future installation of the range. A tag shall be placed next to the riser indicating the size and maximum BTU rating of the gas line. II. SITE INSTALLATION INSTRUCTIONS The range shall be installed in the space provided in accordance with the range manufacturer's installation instructions. The BTU input requirement for the range may not exceed the rating indicated on the tag placed by the factory. After the range is installed, and with the shut-off valve system shall be pressurized to 1/2 psi. (8 oz.) and the tested for leakage using soapy water or bubble solution. 13 open, the gas piping appliance connections OPENING I 24" MAX (TYP•) SUPPORT PLAN - SINGLE WIDE JAI NOTES:' 1. PROVIDE PERIMETER ,SUPPORT BLOCKING AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48" WIDE PER PIER SUPPORT TABLE. FOR 20 PSF ROOF LOADS, USE 30 PSF PIER SUPPORT TABLE..- LEGEND: ABLE._GEN �� QROFESSIOp,I� N =CHASSIS SUPPORTS PER "TABLE I "SUPPORT SCHEDULE". �5�����OSEPyF?cam � �P 1 � M =PERIMETER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". NO TYPICAL TIE -DOWN' PER SHEETS S-20 & S-21 C042077 1 E -31-2004 CIVOL or chlO 13. ,; 11'-O' TYPICAL :DOWN SPACING k- 2' - MAX. (T�•) CHASSIS MAIN BEAMS - �- (TYPICAL) z �.I M TYPICAL PERIMETER SUPPORTS (NOT REQUIRED FOR 20 PSF ROOFS) PERIMETER BLOCKING REQUIRED — AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48' IN SIOEWALL FOR ALL ROOF LOADS. (SEE NOTE 1) OPENING I 24" MAX (TYP•) SUPPORT PLAN - SINGLE WIDE JAI NOTES:' 1. PROVIDE PERIMETER ,SUPPORT BLOCKING AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48" WIDE PER PIER SUPPORT TABLE. FOR 20 PSF ROOF LOADS, USE 30 PSF PIER SUPPORT TABLE..- LEGEND: ABLE._GEN �� QROFESSIOp,I� N =CHASSIS SUPPORTS PER "TABLE I "SUPPORT SCHEDULE". �5�����OSEPyF?cam � �P 1 � M =PERIMETER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". NO TYPICAL TIE -DOWN' PER SHEETS S-20 & S-21 C042077 1 E -31-2004 CIVOL or chlO 13. ,; 11'-O' TYPICAL :DOWN SPACING k- 2' - MAX. (T�•) OPENING I 24" MAX (TYP•) SUPPORT PLAN - SINGLE WIDE JAI NOTES:' 1. PROVIDE PERIMETER ,SUPPORT BLOCKING AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48" WIDE PER PIER SUPPORT TABLE. FOR 20 PSF ROOF LOADS, USE 30 PSF PIER SUPPORT TABLE..- LEGEND: ABLE._GEN �� QROFESSIOp,I� N =CHASSIS SUPPORTS PER "TABLE I "SUPPORT SCHEDULE". �5�����OSEPyF?cam � �P 1 � M =PERIMETER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". NO TYPICAL TIE -DOWN' PER SHEETS S-20 & S-21 C042077 1 E -31-2004 CIVOL or chlO 13. ,; m D � X z D I 11'-0' TYPICAL (6'-0' FOR 6/12 ROOF) TIEDOWN SPACING CHASSIS MAIN BEAMS (TYPICAL) MATING UNE RIDGE BEAM CLEAR SPAN RIDGEE BEAM CLEAR SPAN MATING UNE BEARING WALLS ABOVE TYPICAL PERIMETER SUPPORTS (NOT . REQUIRED FOR 20 PSF ROOFS) PERIMETER BLOCKING REQUIRED — AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48' IN SIDEWALL FOR ALL ROOF LOADS. (SEE NOTE 3) 24' MAX. (TY'-) SUPPORT PLAN - DOUBLE WIDE NOTES: 1. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3'-0". 2. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOORPLAN. REFER TO TABLES II AND III FOR SUPPORT CAPACITY AND REQUIRED FOOTING AREA. 3. PROVIDE PERIMETER SUPPORT BLOCKING AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48" WIDE PER PIER SUPPORT TABLE. FOR 20 PSF ROOF LOADS, USE 30 PSF PIER SUPPORT TABLE. LEGEND: N =CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". 18=PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". _RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE NO. 2 ABOVE m -REFERENCE "TABLE II RIDGE BEAM SUPPORTS" SCHEDULE. ®=MATING LINE BEARING WALL PIER SUPPORTS PER "TABLE III - SUPPORTS AT MATING LINE" SCHEDULE. 1 =TYPICAL TIE -DOWN PER SHEETS S-20 & S-21 14 OSEPy��' N0. C042077 V.. CI1%�Il�IV. m D X TYPICAL PERIMETER SUPPORTS (NOT - REQUIRED FOR 20 PSF ROOFS) W-0' TIEDOYM -CHASSIS MAIN BEAMS —7 (TYPICAL) II tt= MATING UNE RIDGE BEAM CLEAR SPAN`V Po BEAM CLEAR SPAN MATING LINE BEARING WALLS ABOVE (TYPICAL) ASAR NE .U U'- OM SPAN MAIN BEAMS RIDGE CRICKE RIDGE SLOPE OF RO MAX. 24' MAX. (TYP•) PERIMETER BLOCKING REQUIRED AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48' IN SIDEWALL FOR ALL ROOF LOADS. (SEE NOTE 3) AM 1 LONGITUDINAL TAG ---J LUNO IUUIIVAL TAG SUPPORT PLAN - TRIPLE WIDE - LONGITUDINAL TAG UNIT NOTES: 1. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH END S-0". OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 2 BTO �TABOLESMN ANPIER REQUIRED INDIVIDUAL FOOTING FAREOA.pLAN. III FORSUPPORT REFER SUPPORT�COAPACITY AND 3 PROVIDE ORT SIDE DOOR LOADS, "WIDE OPENINGS USE 30PSF PER SUPPORTBLOCKING OVER 48 PER PIER TABLE. FOR 20 PSFOROOF SUPPORT TABLE. LEGEND: Q�,ovlSSIOp,� =CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". E� F �\5�����OSEPtte M =PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". P N0. _RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE NO. 2 ABOVE m C042077 —REFERENCE "TABLE II RIDGE BEAM SUPPORTS" SCHEDULE. Ev• 3-31-1004 _MATING LINE BEARING WALL PIER SUPPORTS ® PER "TABLE III — SUPPORTS AT MATING LINE" SCHEDULE. sT,{Tf CIVIL =TYPICAL TIE—DOWN PER SHEETS S-20 & S-21 15 TYPICAL PERIMETER 11'-0" TYPICAL SUPPORTS (NOT IRED FOR TIEDOWN SPACING r2'-0" MAX. 20 PSF ROOFS) r I ) > X MATING UNE BEARING WALL ABOVE (TYPICAL) 2 D LCHASSIS MAIN 6 BEMIS (TYPICAL) h _---------_. � a CHASSIS MAIN io BEAMS (TYPICAL) n 1 PIERS AT EACH END OF MAIN BEAM ON TAG UNIT ONLY. r 50008 PIER/PAD O 20 PSF 2500/ PIER/PAD O 30 & 40 PSF 25008 PIER/PAD O 60 & 80 PSF I -0" CHASSIS MAIN BEAMS (TYPICAL) MATING LINE IO(,E BEAM CLEAR SPAN L RY IDGE BEAM CLEAR PERIMETER BLOCKING REQUIRED AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48" IN SIDEWALL FOR ALL ROOF LOADS_SEE NOTE 3) MATING UNE - TYPICAL AT ALL (4) CORNERS:- PIER/PAD ORNERS:PIER/PAD O 30 PSF 6000# PIER/PAD O 40 PSF 6000# PIER/PAD O 60 PSF 8000/ PIER/PAD O 80 PSF (NONE REQUIRED O 20 PSF) 3000+ PIER/PAD O 20 PSF 50008 PIER/PAD O 30 PSF 80008 PIER/PAD O 40 PSF RIDGE 8000/ PIER/PAD O 60 PSF 10,000/ PIER/PAD O 80 PSF TAG LENGTH RIDGE SLOPE OF ROOF TRANSVERSE TAG 24" MAX. (TYP•) ROOF DIAGRAM TRANSVERSE TAG 5UHPORT PLAN - TRIPLE WIDE - TRANSVERSE TAG UNIT NOTES: 1. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN S-0". 2. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOORPLAN. REFER TO TABLES II AND III FOR SUPPORT CAPACITY AND REQUIRED FOOTING AREA. 3. PROVIDE PERIMETER SUPPORT BLOCKING AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48" WIDE PER PIER SUPPORT TABLE. FOR 20 PSF ROOF LOADS, USE 30 PSF PIER SUPPORT TABLE. LEGEND: N =CHASSIS PIER SUPPORT PER "TABLE I SUPPORTSCHEDULE"��c�p V�OvESSIO . p� �OSEPy� =PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". __RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE NO. 2 ABOVEC04242 REFERENCE "TABLE II RIDGE BEAM SUPPORTS" SCHEDULE. 077 ®=MATING UNE BEARING WALL PIER SUPPORTS 69. 3-31--2W4 PER "TABLE III — SUPPORTS AT MATING LINE" SCHEDULE. CIVIL 1 =TYPICAL TIE—DOWN PER SHEETS S-20 & S-21. sj-N,075UN 16 WIDTH EACH DOUBLE WIDE SECTION OF 'T' MODEL MUST BE INDIVIDUALLY SUPPORTED PER TiE 'SUPPORT PLAN FOR DOUBLE WADES' INSTRUCTIONS. HOWEVER. 71EDOWN ANCHORS ARE NOT REWIRED AT THE MATING UNE BETWEEN THE TWO DOUBLE WOE SECTIONS AS SHOWN BELOW. TYPICAL PERIMETER 2'-0' MAX!'y SUPPORTS (NOT (�) REQUIRED FOR 20 PSF ROOFS) Mw o � < L MATING UNE BEARING CHASSIS MAIN BEAMS WALL ABOVE (TYPICAL) z 7 _ i° MATING UNE RIDGE BM CLEAR SP BM CLEAR SPAN 7 0 X • CHASSIS MAIN BEAMS t: (TYPICAL) z M OPENING +17 11'-O' TYPICAL TIEDOWN SPACING PERIMETER BLOCKING REQUIRED AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48' IN SIDEWALL FOR ALL ROOF LOADS. (SEE NOTE 3) UNIT 13'-6' 41 ,. cl IppnPT PI AN - FOUR SECTION HOME "T" MODEL I A I NOTES: 1. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3'-0". 2. RIDGE REFER BTOATABOLESMN COLER UMN IIS FORORT SUPPORTTIONS VARY CAPAC TY ANDHEACH REQUIREDDIVIDUAL FOOTING AREA. 3 OENINGS OVER D48 PERIMETER PIER SUPPORT TABLET FOR C 20 IPSFDE OROOOFOLOAF DR ODS,USE R30PPSF PER SUPPORT TABLE. LEGEND: OZESVOR �=CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". =PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". P N0. _RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE NO. 2 ABOVE C042077 m =RIDGE "TABLE' II RIDGE BEAM SUPPORTS" SCHEDULE. Ev. 3-31-2004 _MATING LINE BEARING WALL PIER SUPPORTS ® PER "TABLE III - SUPPORTS AT MATING LINE" SCHEDULE. CIVIL , rEOF ckto� I -TYPICAL TIE -DOWN PER SHEETS S-20 & S-21 17 TABLE I SUPPORT SCHEDULE - 20 PSF ROOF LOAD - NO EAVE SOIL 10' WIDE 12' WIDE 14' WIDE BEARING SUPPORT SUPPORT REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED CAPACITY ,SPACING LOCATION PIER FOOTING PIER FOOTING PIER FOOTING CAPACITY AREA CAPACITY AREA CAPACITY AREA 4'-0" CHASSIS 1820 262 2148 310 2424 349 1000 PSF PSF 6'-0" CHASSIS 2730 393 3222 464 3636 524 8'-0" CHASSIS 3640 525 4296 619 4848 698 4'-0" CHASSIS 1820 175 2148 207 2424 233 PSF PSF 6'-0" CHASSIS 2730 262 3222 310 3636 349 8'-0" CHASSIS 3640 395 4296 413 4848 466 4'-0" CHASSIS 1820 144 2148 155 2424 175 2000 PSF 6'-0" CHASSIS 2730 197 3222 232 3636 263 8'-0" CHASSIS 3640 263 4296 310 4848 349 TABLE I SUPPORT SCHEDULE - 20 PSF ROOF LOAD - 16" EAVE SOIL 10' WIDE 12' WIDE 14' WIDE BEARING SUPPORT SUPPORTREQUIRED REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED CAPACITY SPACING LOCATION PIER FOOTING PIER FOOTING PIER FOOTING CAPACITY AREA CAPACITY AREA CAPACITY AREA 4'-0" CHASSIS 1980 286 2308 333 2584 372 1000 PSF PSF 6'-0" CHASSIS 2970 428 3462 499 3876 559 8'-0" CHASSIS 3960 571 4616 665 5168 745 1500 PSF 4'-0" CHASSIS 1980 190 2308 222 2584 248 6'-0" CHASSIS 2970 286 3462 333 3876 372 8'-0" CHASSIS 3960 381 4616 444 5168 497 2000 PSF 4'-0" CHASSIS 1980 144 2308 167 2584 186 6'-0" CHASSIS 2970 214 3462 250 3876 279 870" CHASSIS 3960286 4616 333 5168 372 Q Q110FESSIO,y,� NOTES*��� JOS E Py F��y 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. �P 11 2. UNIT WIDTHS 10' WIDE, 12' N OE, AND 14' NIDE REPRESENT WIDTH OF UNIT AT EACH NO. SIDE OF THE MATING UNE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED C042077 VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. �• �1L-2!'�4 SrgjEOFIVI CA 0��\� 18 NOTES: c 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. ENT WTH OF T AT EACH 2 SIDE OF THE MATING ELINE. WHE12- RE UNIT WIDTHS ARE AND I IV WIDE REPRU EQUAL, ( USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. yt 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 19 RgfESS10NA� SpSEPyF�c�`^ N0. C042077 E* 3-31-2004 CIVIC �gTEOF cht"\l�\P TABLE I SUPPORT SCHEDULE - 30 PSF ROOF LOAD - NO EAVE 1976 190 2296 220 2560 246 CHASSIS PERIMETER 1032' 1.44 1244 144 1420 144 _- 988 144 10' WDE 12' WIDE ` 14' WIDE + 1548 SOIL BEARING SUPPORT SUPPORT REQUIRED REQUIRED REQUIRED REQUIRED REQUIREDREQUIRED PIER FOOTING CAPACITY SPACING LOCATION PIER FOOTING AREA PIER CAPACITY FOOTING AREA CAPACITY, AREA CAPACITY CHASSIS 1032 .149 1244 180 1420 206 4'-0" PERIMETER 988 143 1148 166 1280 1186 CHASSIS 1548 '223 1866 269 2130 308- 1000 PSF 6'-0" PERIMETER 1482 214 1722 248 1920 278 t CHASSIS 2064 298 2488 359 2840 410 ` 8'-0" PERIMETER 1976 285 2296 331 2560 370 CHASSIS 1032 144 1244 144 1420 144 - 4'-0" PERIMETER 988 144 1148 .144 1280 144 CHASSIS 1548 149 1866 180 2130 205 1500 6'_0" ,CC 101)1) 1RS NOTES: c 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. ENT WTH OF T AT EACH 2 SIDE OF THE MATING ELINE. WHE12- RE UNIT WIDTHS ARE AND I IV WIDE REPRU EQUAL, ( USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. yt 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 19 RgfESS10NA� SpSEPyF�c�`^ N0. C042077 E* 3-31-2004 CIVIC �gTEOF cht"\l�\P PERIME ItK CHASSIS 8'-0" PERIMETER 140L 1'1'* I- -- 2064 198 2488 239 2840 273 1976 190 2296 220 2560 246 CHASSIS PERIMETER 1032' 1.44 1244 144 1420 144 988 144 1148 144 1280 144 2000 PSF CHASSIS 6'-0" PERIMETER 1548 144 1866 144 2130 154 1482 144 1722 144 1920 144 CHASSIS 8'-0" PERIMETER 2064 149 2488 180 2840 205 1976 144 2296 166 2560 185 NOTES: c 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. ENT WTH OF T AT EACH 2 SIDE OF THE MATING ELINE. WHE12- RE UNIT WIDTHS ARE AND I IV WIDE REPRU EQUAL, ( USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. yt 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 19 RgfESS10NA� SpSEPyF�c�`^ N0. C042077 E* 3-31-2004 CIVIC �gTEOF cht"\l�\P TABLE 1 SUPPORT SCHEDULE — 30 PSF ROOF LOAD — 16" EAVE SOIL 10' WIDE 12' WIDE 14' IMIDE BEARING SUPPORT SUPPORT CAPACITY SPACING LOCATION REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED PIER CAPACITY FOOTING AREA PIER CAPACITY FOOTING PIER FOOTING AREA CAPACITY AREA 4'-0" CHASSIS 1032 149 1244 180 1420 206 PERIMETER 1200 173 1360 196 1496 216 1000CHASSIS 6'-0" 1548 223 1866 269 2130 308 PSF PERIMETER 1800 260 2040 294 2244 323 8'-0" CHASSIS 2064 298 2488 359 2840 410 PERIMETER 2400 346 2720 392 2992 431 4'-0" CHASSIS 1032 144 1244 144 1420 144 PERIMETER 1200 144 1360 144 1496 144 1500CHASSIS 6'-0" 1548 149 1866 180 2130 205 PSF PERIMETER 1800 173 2040 196 2244 216 8'-0" CHASSIS 2064 198 2488 239 2840 273 PERIMETER 2400 231 2720 262 2992 288 4'-0" CHASSIS 1032 144 1244 144 1420 144 PERIMETER 1200 144 1360 144 1496 144 2000CHASSIS 6'-0" 1548 144 1866 144 2130 154 PSF PERIMETER 1800 144 2040 147 2244 162 C HASSIS 2064 149 2488 180 2840 205 8'-0" PERIMETER 2400 173 2720 196 2992 216 NOTES. V�oFESSIO,y,� �o � SOSE Py FF��y 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES.�P� UNIT WIDTHS 10' 2 SIDE OF THE MATING LINE. AND 14' WIDE REPRESENT T AT EACH TH OF (TABULATED NO. D�t^p WHERE UNIT WIDTHS ARE UNEQUAL. USE VALUES FOR. THE LARGER FLOOR SECTION WIDTH. THE C042077 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. E* 3-31-2004 CIVIL oF CALF af TABLE I SUPPORT SCHEDULE - 40 PSF ROOF LOAD 16" MAX. EAVE' 10' NOE 12' WIDE 14' WOE SOIL BEARING SUPPORT SUPPORT REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED PIER FOOTING CAPACITY SPACING LOCATION PIER FOOTING AREA PIER CAPACITY FOOTING AREA . CAPACITY AREA CAPACITY CHASSIS 1032 149 1242 179 1418 204 4'-0" PERIMETER 1450 209 1650 238 1817 262 CHASSIS 1548 223 1863 268 2126 306 1000 6'-0" PSF PERIMETER 2175 313 2475 356 2725 392 CHASSIS 2064 297 2484 358 2835 408 8'-0" • PERIMETER 2899 418 3299 475 3633 523 CHASSIS 1032 144 1242 144 1418 144 4'-0' ' PERIMETER 1450 144 1650 158 1817 174 CHASSIS 1548 149 1863 179 2126 204 1500 6'-0" PSF PERIMETER 2175 209 2475 238 2725 262 CHASSIS 2064 198 2484 238 2835 272 8'-0" PERIMETER 2899 278 3299 317 3633 349 CHASSIS 1032 144 1242 144 1418 144 4'-0" PERIMETER 1450 144 1650 144 1817 144 CHASSIS 1548 144 1863 144 2126 153 2000 6'-0" PSF PERIMETER 2175 157 2475 178 2725 196 CHASSIS 2064 149 2484 179 2835 204 8'-0" PERIMETER 2899 209 3299 238 3633 262 4�OFESSIOp�� �5���pSE 10 NOTES: �. �P 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. NO. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH 0042077 SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR .THE LARGER FLOOR SECTION WIDTH. MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1.' 3. THE CMI. gj£0F CALIF���� 21 TABLE I ' SUPPORT SCHEDULE - 60 PSF ROOF LOAD - 16" MAX. EAVE SOIL 10' WIDE 12' WIDE 14' WIDE BEARING SUPPORT SUPPORT CAPACITY SPACING LOCATION REQUIRED PIER CAPACITY REQUIRED FOOTING AREA REQUIRED PIER CAPACITY REQUIRED FOOTING AREA REQUIRED PIER CAPACITY REQUIRED FOOTING AREA CHASSIS 4'-0" 1032 149 1244 180 1420 206 PERIMETER 2016 291 2300 332 2500 360 1000CHASSIS PSF 6'-0" 1548 223 1866 269 2130 308 PERIMETER 3024. 436 3450 497 3800 548 8'-0" CHASSIS 2064 298 2488 359 2840 410 PERIMETER 4032 581 4600 663 5000 720 4'-0" CHASSIS '1032 144 1244 144 1420 144 PERIMETER 2016 194 2300 221 2500 240 6'-0' CHASSIS 1548 149 1866 180 1500 PSF 2130 205 PERIMETER 3024 291 3450 332 3800 366 8'-0" CHASSIS 2064 198 2488 239 2840 273 PERIMETER 4032 388 4600 442 5000 480 4'-0" CHASSIS 1032 144 1244 144 1420 144 PERIMETER 2016 146 2300 166 2500 180 2000CHASSIS PSF 6'-0" 1548 144 1866 144 2130 154 PERIMETER 3024 218 3.450 249 3800 274 CHASSIS 8'-0" 2064 149 2488 180 2840 205 PERIMETER 4032 291 4600 332 5000 360 NOTES: ��� OSEPyFF�y`^ 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES.`� �P 110 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH N0. SIDE OF THE MATING UNE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED C042077 VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Exp. 3-31-2004 CIVIL llOF CALA��\� TABLE I SUPPORT SCHEDULE - 80 PSF ROOF LOAD - 16" MAX. EAVE 10' WIDE 12' WIDE 14' WIDE SOIL BEARING SUPPORT SUPPORT REQUIRED REQUIRED REQUIRED REQUIRED FOOTING REQUIRED REQUIRED PIER FOOTING CAPACITY SPACING LOCATION PIER FOOTING AREA PIER CAPACITY AREA CAPACITY AREA CAPACITY CHASSIS 1032 149 1244 180 1420 206 4'-0' PERIMETER 2500 360 2880 415 3184 460 CHASSIS 1548 223 1866 269 2130 308 1000 PSF PERIMETER 3775 .554 4320 622 4776 690 CHASSIS 2064 298 2488 359 2840 410 8-0" PERIMETER See Note 4 See Note 4 See Note 4 See Note 4 See Note 4 See Note 4 CHASSIS 1032 144 1244 144 1420 144 4'-0" PERIMETER 2500 240 2880 277 3184 306 CHASSIS 1548 149 1866 180 2130 205 1500 6'-0" PSF PERIMETER 3775 363 4320 415 4776 460 CHASSIS 2064 198 2488 239 2840 273 8'-0'• PERIMETER See Note 4 See Note 4 See Note 4 See Note 4 See Note 4 See Note 4 CHASSIS 1032 144 1244 144 1420 144 4'-0" PERIMETER 2500 180 2880 208 3184 230 CHASSIS 1548 144 1866 144 2130 154 2000 6'-0" PSF PERIMETER 3775 272 4320 311 4776 344 CHASSIS 2064 149 2488 180 2840 205 8'-0" PERIMETER See Note 4 See Note 4 See Note 4 See Note 4 See Note 4 See Note 4 Q�tO4ESSIO �0 F NOTES:�OSEPyFj��� o REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. NO. 1. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' MADE REPRESENT WIDTH OF UNIT AT EACH USE THE TABULATED 0042077 SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, VALUES FOR THE LARGER FLOOR SECTION WIDTH. LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. EV3-31 20Q4 3. THE MAXIMUM 4. THE MAXIMUM PERIMETER SUPPORT SPACING = 6'-0" 0/C. vt '�'�rE FICAl1E0��� 23 TABLE II RIDGE BEAM SUPPORTS — 20 PSF ROOF LOAD EXAMPLE DIAGRAM SPAN FOR SUPPORT "A' SPAN FOR SUPPORT "C' z m RIDGE BEAM RIDGE BEAM 1 SUPPORT "A" 'B' RIDGE BEA SUPPORT M 'C" i7 SUPPORT 5z o 5z a BEARING WALL z �o SPAN FOR SUPPORT 'B' _1 M • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN THAT ARE GREATER THAN 3"-0'. OPENINGS AT THE MATING LINE • TO FIGURE THE SPAN THAT A PARTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) OF THE DISTANCES TO TABLE II RIDGE BEAM SUPPORTS — 20 PSF ROOF LOAD SUPPORT SOIL 10' WIDE12WIDE BEARING 14' WIDE AXIMUM FAREAG EQUIRE MAXIMUM FOOTING �POUNOS� C (PSFr MNG MAXIMUMREQUIRED ( ) AREA (FEET AREA 1000 13'-0" 288 10'-6" 288 9'-6" 288 2000 1500 13'-0" 192 10'-6" 192 9'-6" 192 2000 13'-0" 144 10'-6" 144 9'-6" 144 1000 16'-0" 360 13'-0" 360 12'-0" 360 2500 1500 16'-0" 240 13'-0" 240 12'-0" 240 2000 16'-0" 180 13'-0" 180 12'-0" 180 1000 25'-6" 576 21'-6" 576 19'-0" 576 4000 1500 25'-6" 384 21'-6" 384 19'-0" 384 2000 25'-6" 288 21'-6" 288 1000 32'-0" 720 26'-6" 720 19'-0" 288 24'-0" 720 5000 1500 32'-0" 480 26'-6" 480 24'-0" 480 2000 32'-0" 360 26'-6" 360 1000 38'-6" 864 32'-0" 864 24'-0" 360 28'-6" 864 6000 1500 38'-6" 576 32'-0" 576 28'-6" 576 2000 38'-6" 432 32'-0" 432 1000 --- --- 43'-0" 1152 28'-6" 432 37'-6" 1152 8000 1500 --- --- 43'-0" 768 37'-6" 768 2000 --- --- 43'-0" . 576 37'-6" 576 QROFESS/ONS! >yorEs: ��� �OSEPHFF�y 1. PIER SUPPORTS ARE NOT REQUIRED UNDER BEARING WALLS AT THE �1p FOR 20 PSF ROOF LOADS. MATING LINE �Q 2. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. NO. co42on 3. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING UNE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. 69. 3-31-2004 4. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1.CIVIL fj'�IEOF CAUE���� 24 TABLE II RIDGE BEAM SUPPORTS - 30 PSF ROOF LOAD EXAMPLE DIAGRAM • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING UNE THAT ARE GREATER THAN 3"-0'. • TO FIGURE THE SPAN THAT A PARTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) TABLE II RIDGE SPAN FOR SUPPORT "A' SPAN FOR SUPPOR �Z LOAD a BEARING RIDGE BEAM RIDGE BEAM "A" SUPPORT 'C' WIDE WALL SUPPORT M _ -- 10' WIDE RIDGE BEAM MATING BEARING WALL UNE SUPPORT "B' SUPPORT PER SOIL BEARING MAXIMUM CAPACITY TABLE III. SPAN FOR SUPPORT 'B' MAXIMtUUM REQUIRED FOOTING • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING UNE THAT ARE GREATER THAN 3"-0'. • TO FIGURE THE SPAN THAT A PARTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) ��Q Q�OFESSfOp,�� S E NOTES -_ S 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. N0. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH C042077 SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. 2004 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1._ 25 TABLE II RIDGE BEAM SUPPORTS - 30 PSF ROOF LOAD WIDE 14' WIDE 10' WIDE 12' SUPPORT SOIL BEARING MAXIMUM CAPACITY REQUIRED F MAXIMtUUM REQUIRED FOOTING MAXIMUM REQUIREI F AREA �POUNOS) (P) (FEET AREAL (SFEET) (FEE+) 1000 9'-6" 288 8'-0" 288 7'-0" 288 2000 1500 9'-6" 192 8'-0" 192 7'-0" 192 2000 9'-6" 144 8'-0" 144 1000 12'-0" 360 10'-0" 360 9'-0" 360 2500 1500 12'-0" 240 10'-0" 240 2000 12'-0" 180 10'-0" 1806 1000 19'-6" 576 16'-0"576 4000 1500 19'-6" 384 16'-0" 384 384 2000 19'-6" 288288 1000 24'-0" 720 20'-0" 720 17'-6" 720 5000 1500 24'-0" 480 20'-0" 480 17'-6" 0 2000 24'-0" 360 20'-0" 360 17'-6" 360 1000 29'-0" 864 24'-0" 864 21'-6" 864 6000 1500 29'-0" 576 124'-0" 576 21'-6" 2000 29'-0" 432 24'-0" 432 432 1000 39'-0" 1152 32'-0" 1152 28'-6" 1152 8000 1500 39'-0" 768 32'-0" 768 28'-6" 768 2000 39'-0" 576 32'-0" 576 28'-6" 576 ��Q Q�OFESSfOp,�� S E NOTES -_ S 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. N0. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH C042077 SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. 2004 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1._ 25 TABLE II RIDGE BEAM SUPPORTS - 40 PSF ROOF LOAD EXAMPLE DIAGRAM BEARING WALL SUPPORT PER io TABLE III. RIDGE BEAM I RIDGE BEAM SUPPORT 'A' SUPPORT 'C' `MATING RIDGE BEAU UNE SUPPORT 'B' 'C' • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE THAT ARE GREATER THAN 3"-0'. - . MATING LINE • TO FIGURE THE SPAN THAT A PARTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) TABLE II RIDGE BEAM SUPPORTS - 40 PSF ROOF LOAD X SPAN FOR 10' WIDE MAXIMUM M REQUIRED 12' MAD 14' MADE 10 BEARING r WALLJ RE p ObUnNGD I BEARING WALL SUPPORT PER io TABLE III. RIDGE BEAM I RIDGE BEAM SUPPORT 'A' SUPPORT 'C' `MATING RIDGE BEAU UNE SUPPORT 'B' 'C' • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE THAT ARE GREATER THAN 3"-0'. - . MATING LINE • TO FIGURE THE SPAN THAT A PARTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) NOTESi` �\S�E���OS E Py �Fy 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES.1j�F� 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH N0. SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED 0042077 VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Exp. 3.31=21204 �._ CIVIL 26 TABLE II RIDGE BEAM SUPPORTS - 40 PSF ROOF LOAD SUPPORT �POUNOS� SOIL BEARINGE C 10' WIDE MAXIMUM M REQUIRED 12' MAD 14' MADE SF�TM MAXIMUM M RE p ObUnNGD MAXPIAMUM REQUIRED G ( AREAEET� AREA 100p 5,-g") 288 5'-6" 288 5'-6" 2000 1500 5'-6' 192 5'-6" 192 5'-6" 288 192 4000 1000 11'-0" 576 11'-0" 576 11'-0" 576 1 500 11'-0" 384 11'-0" 384 11'-0" 384 1000 17'-0" 864 17'-0" 864 17'-0" 864 6000 150p. 17'-0" 576 17"-0" 576 17'-0" 576 8000 1000 23'-0" 1152 23'-0" 1152 23'-0" 1152 1500 1000 23'-0" 28'-6" 768 1440 23'-0" 28'-6' 768 1440 23'-0" 28'-6" 768 1440 10000 1500 28'-6" 960 28'-6" 960 28'-6" 960 NOTESi` �\S�E���OS E Py �Fy 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES.1j�F� 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH N0. SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED 0042077 VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Exp. 3.31=21204 �._ CIVIL 26 TABLE II RIDGE BEAM SUPPORTS - 60 PSF ROOF LOAD EXAMPLE DIAGRAM F- A SPAN FOR SUPPORT "A' SPAN FOR SUPPORT 'C' p x 14' WIDE RIDGE BEAM BEARING RIDGE BEAM SUPPORT 'C' VAL1 SUPPORT M D —'3�!RIDGE j --MATING BEAM WALLBEAPJNG LINE SUPPORT 'B' z SUPPORT PER SUPPORT i 6 TABLE III. SPAN FOR SUPPORT 'B' MAXIMUM $PA REQUIRE[ FOOTING n INET . RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING UNE THAT ARE GREATER THAN 3"-0'. . TO FIGURE THE SPAN THAT A PARTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) TABLE II RIDGE BEAM SUPPORTS - 60 PSF ROOF LOAD 12' WIDE 14' WIDE 10' WIDE SUPPORT SOIL APACt BEARING CAj�PSF�TY MAXIMUM REQUIRED F FO MAXIMUM PA REQUIRED FO FOOTING MAXIMUM $PA REQUIRE[ FOOTING �POUNOS� C INET (FEET AREA (FEET AREA 1000 5'-4" 288 4'-6" 288 4'-0" 288 2000 1500 5'-4" 192 4'-6" 192 4'-0" 192 2000 5'-4" 144 4'-6" 144 4'-0" 144 1000 10'-8" 576 9'-0" 576 8'-0" 576 4000 1500 10'-8" 384 9'-0" 384 384 2000 10'-8" 288 9'-0" 288 288 1000 16'-0" 864 13'-6" 864 12'-0' 864 6000 1500 16'-0" 576 13'-6" 576 76 2000 16'-0" 432 13'-6" 432 432 1000 21'-4" 1152 18'-0" 1152 1152 8000 1500 21'-4" 768 18'-0" 768 16'-0" 768 2000 21'-4" 576 18'-0" 576 16'-0" 576 1000 26'-8" 1440 22'-6" 1440 20'-0" 1440 10000 1500 26'-8" 960 22'-6" 960 20'-0" 60 2000 26'-8" 720 22'-6" 720 720 1000 32'-0" 1728 27'-0" 1728 24'-0" 1728 12000 1500 32'-0" 11521 152 2000 32'-0" 864 27'-0" 864 24'-0" 864 QROFESSIO,yA� ��Q DOSE PH—Q ly NOTES: � c 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. NO. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH C042077 2. SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. CIV , 27 TABLE II RIDGE BEAM SUPPORTS - 80 PSF ROOF LOAD EXAMPLE DIAGRAM p < SPAN FOR SUPPORT "A' SPAN FOR SUPPORT 'C' jm BEARING RIDGE BEAM RIDGE BEAM WALL SUPPORT 'A" 'C' M SUPPORT BEARING WALL MATING RIDGE BEAM SUPPORT PER UNE SUPPORT 'B' z TABLE III. -I SPAN FOR SUPPORT "B" n • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS THAT ARE GREATER THAN 3"-0". . AT THE MATING LINE • TO FIGURE THE SPAN • THAT A PARTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) OF THE DISTANCES TO TABLE II RIDGE BEAM SUPPORTS — 80 PSF ROOF LOAD SUPPORT SOIL 10' WIDE 1 11 2' WIDE BEARING W!4 14 WIDE �POUNDS� A�PSF�TM (SPAMAXIMU ty FOAOREA REQUIRED M FEEITyM O�NG MAPA UM FOOT�NGD ( ) EA 'SPA AREA 1000 8'-5" 576 7'-0" 576 6'-3' 576 4000 1500 8'-5" 384 7'-0" 384 6'-3" 384 2000 8'-5" 288 7'-0" 288 1000 12'-8" 864 10'-8" 864 6'-3" 288 9'-4" 864 6000 1500 12'-8" 576 10'-8" 576 9'-4"576 2000 12'-8" 432 10'-8" 432 1000 17'-0" 1152 14'-0" 1152 9'-4" 432 12'-6" 1152 8000 1500 17'-0" 768 14'-0" 768 12'-6" 768 2000 17'-0" 576 14'-0" 576 1000 21'-0" 1440 17'-9" 1440 12'-6" 576 15'-6" 1440 10000 1500 21'-0" 960 17'-9" 960 15'-6" 960 2000 21'-0" 720 17'-9" 720 1000 25'-4" 1728 21'-4" 1728 15'-6" 720 18'-6" 1728 12000 1500 25'-4" 1152 21'-4" 1152 18'-6" 1152 2000 25'-4" 864 21'-4" 864 18'-6" 864 vo f ESS10p,�� NOTES: SOSEPyF��cy 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 1�0�� �P UNIT REPRESENT WITH 2 SIDE OFOTHE MATINGELINE. AT EACH. AND 4WIDTHS RE (TABULATED NO WHE12* UNITARE UNEQUALD UWIDE SE VALUES FOR THE LARGER FLOOR SECTION WIDTH. 0042T 3. THE MAXIMUM LENGTH TO WIDTH RA110 FOR FOOTING PADS IS 2.5:1. Ev• 3-31-2044 civil_ OF CALS`A��� '28 TABLE III - SUPPORTS AT MATING LINE BEARING WALL - 30 PSF ROOF LOAD EXAMPLE DIAGRAM F-15 ATING UNE CGLEAR F MATING UNE BEARING WALLS z � n t ND: ®= MATING UNE BEARING WALL SUPPORTS PER TABLE III BELOW. m = RIDGE BEAM SUPPORTS PER "TABLE Ii. "L" = SUPPORT SPACING PER TABLE III BELOW. TABLE III RIDGE BEAM SUPPORTS — 30 PSF ROOF LOAD 12000 10' WIDE 12' WIDE 14' WIDE SUPPORTG Q OUNOS�CAPACITY SUPPORT RE UIRED SUPPORT RE�IRED SUPPORT REQUIR S(FEET) F ED AREAL S�FEET�G F AREAL SrFEET�G F AREAL 4'-6" 288 4'-0" 288 3'-6" 288 r 2000 4'-6" 192 4'-0" 192 3'-6" 192 4'-6" 144 4'-0" 144 3'-6" 144 6'-0"360 5'-0" 360 4'-6" 360 2500 6'-0" 240 5'-0" 240 4'-6" 240 6'-0" 180 5'-0" 1804'-6" 180 9'-6" 576 8'-0" 576 7'-0" 576 4000 9-6 384 8'-0" 384 7'-0 384 9'-6" 288 8'-0" 288 7'-0" 288 1000 12'-0" 720 10'-0" 720 9'-0" 720 ' 5000 1500 12'-0" 480 10'-0" 480 9'-0" 480 2000 12'-0" 360 10'-0" 360 9'-0" 360 1000 14'-0" 864 12'-0" 864 10'-6" 864 6000 1500 14'-0" 576 12'-0" 576 10'-6" 576 2000 14'-0" 432 12'-0" 432 10'-6" 432 �� QR'v sS10pq� NOTES: ��SOSEPye�� i^ 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. N0. O 2. UNIT WIDTHS 10' WIDE. 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH 0042077 SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. * Ir 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 3-31-2404 CIVIC �'�"'or CAUF�R� TABLE III - SUPPORTS AT MATING LINE BEARING WALL - 40 PSF ROOF LOADS EXAMPLE DIAGRAM QX •L' •L+ .L. MATING m LINE M 'iE A X CLEAR $PAN CLEAR Z ro MATING UNE BEARING WALLS M �L714 . ®= MATING LINE BEARING WALL SUPPORTS PER TABLE III BELOW. M = RIDGE BEAM SUPPORTS PER TABLE if. "L" = SUPPORT SPACING PER TABLE III BELOW. ABLE III MATING LINE WALL SUPPORTS - 40 PSF ROO SUPPORT �POUNOS) SOIL BEARING CAPAC (PSF 10', 12', SUPPORT S(FEE) 14' WIDE RE UIRED FAREAG 4000 1000 5'-0" 504 1500 5'-0" 336 5000 1000 7'-0" 706 1500 7'-0" 470 6000 _] 1000 8'-0" 806 1500 8'-0" 540 7000 1000 9'-6' 960 1500 9'-6" 640 NOTES. sOSEPHFy 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES.`� �P 0�� 2_ UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH NO. SIDE OF THE MATING UNE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED C042077 VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Ep• 3-31-2004 '�fITE FICAL 0���! Io BLE III - SUPPORTS AT MATING LINE BEARING WALL - 60 & 80 PSF ROOF LOAD EXAMPLE DIAGRAM oX .L. .L. .L. .L. .�. MATING UNE M o < CLEAR SPAN CLEAR SPAN a MATING UNE BEARING WALLS z� M LEGEND* ® = MATING LINE BEARING WALL SUPPORTS PER TABLE III BELOW. M = RIDGE BEAM SUPPORTS PER TABLE It. "L" = SUPPORT SPACING PER TABLE III BELOW. TABLE III RIDGE BEAM SUPPORTS - 60 PSF ROOF LOAD SUPPORT SOIL 10' WIDE 12' WIDE 14' WIDE POUNDS) BEARING CAPAC TY SrACING FOOTING SUPPORT U ACID G FGOTIING SUPPORTQQUU FOO1 RNGD ( (FEET) AREA AREA (F (FEET) 1000 5'-4" 576 4'-6" 576 4'-0" 576 4000 1500 5'-4" 384 4'-6" 384 4'-0" 384 2000 5'-4" 288 4'-6" 288 4'-0" 288 TABLE III RIDGE BEAM SUPPORTS - 80 PSF ROOF LOAD SOIL 10' WIDE 12' WIDE 14' WIDE SUPPORT �POUNDS� BEARING C RED F S(FEE' SUPPORT F IRED $ S(FEET) Q� SUPPORT F AREAE S(FEET) (PSF AREAL AREAL JG 1000 4'-3" 576 3'-6" 576 3'-0" 576 4000 1500 4'-3" 384 3'-6" 384 3'-0" 384 2000 4'-3" 288 3'-6" 288 3'-0" 288 QROFESSIOpq NOTES: SOS E P y 4, 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. S�� 0 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH NO. SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED C042077 VALUES FOR THE LARGER FLOOR SECTION .WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Ev. 3-31-2004 CIVIL � OF CAUVIZI 31 Mill LEGEND: ■ CHASSIS PIER SUPPORT PER 'TABLE I SUPPORT SCHEDULE'. MATING UNE -PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT "-SCHEDULE". (NOT REQUIRED FOR 20 PSF ROOFS) X INSTALL PIER AT ® -MATING LINE BEARING WALL PIER SUPPORTS 'TABLE EACH FACTORY PER 111 - SUPPORTS AT MATING UNE' SCHEDULE. CHASSIS MAIN BEAMS INSTALLED OUT- • �i (TYPICAL) RIGGER do WHEN z OUTRIGGER IS -RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE 3 BELOW -REFERENCE 'TABLE a GREATER THAN II RIDGE BEAM SUPPORTS" SCHEDULE. 24' FROM END OF OUTSET, INSTALL PIER AT END OF OUTSET' TYPICAL OUTSET FLOOR OR RECESSED SIDEWALL PORCH ® -SUPPORT PROVIDE CHASSIS, a PIER LOCATED AS NOTED WITH THE FOLLOWING PERIMETER, MATING UNE AND W o MINIMUM PIER CAPACITIES; RIDGE BEAM COLUMN PIER SIDEWALL SUPPORTS PER STANDARD MODEL 12'-0' MAXIMUM S U P P O R T P L A N - O U T S E T F L 0 0 R A tt PIER CAPACITY REQUIREMENTS FOR OUTSET FLOOR AND PORCH COLUMNS 44' 414P ROOF LIVE LOAD / PIER CAPACITY PIER LOCATION 20 PSF 30 PSF 40 PSF 60 PSF 80 PSF MATING LINE —� OUTSET FLOORS 2500 lbs. 2500 lbs. --- --- --- - - SIDEWALL PORCH 2000 4000 4000 6000 6000 INSTALL PIERS END - POSTS POUNDS POUNDS POUNDS POUNDS POUNDS UNDER MIDDLE POST AT PORCH SIDEWALL PORCH 2000 LB. 4000 LB. 4000 6000 6000 RECESSED SIDEWALL PORCH ABOVE. (MORE MIDDLE - POSTS POUNDS POUNDS POUNDS POUNDS POUNDS NOTES: CHASSIS MAIN BEAMS 7' MAX THAN ONE POST `O (TYPICAL) MAY OCCUR . DEPENDING UPON 1. TO DETERMINE MINIMUM PAD SIZE FOR PIER CAPACITIES LISTED M THE FLOORPLAN) ABOVE, USE THE 'REQUIRED FOOTING AREA' COLUMN OF CAPACITIES PER TABLE II - RIDGE BEAM SUPPORTS" SCHEDULE. MAKING SURE TABLE AT RIGHT. TO USE THE SOIL BEARING CAPACITY THAT MATCHES YOUR SITE CONDITION, THE CAPACITY LISTED ABOVE. AND THE CORRESPONDING PAD SIZE LISTED. PROVIDE CHASSIS, PERIMETER, MATING LINE AND INSTALL PIERS UNDER EACH 2. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH RIDGE BEAM COLUMN PIER SIDEWALL 8' MAX B' MAX PORCH END -POST ABOVE. END OF CLEAR SPAN OPENINGS AT THE MATING UNE THAT SUPPORTS PER STANDARD MODEL CAPACITY PER TABLE AT RIGHT. ARE GREATER THAN 3'-0". 3. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO TABLES 11 AND III S U P P O R T P L A N - R E C E S S E D S I D E W A L L - P 0 R C H B -nip PERIMETER F-- PORCH POST E-- RECESSED STANDARD SIDEWALL I OUTSET FOR SUPPORT CAPACITY AND REQUIRED FOOTING AREA. FLOOR JOISTS ABOVE SIDEWALL (ABOVE) (BEYOND) � I SIDEWALL I TYPICAL FLOOR II (2) 16d TOE -NAIL Y 1 FACTORY QFIOFESSio 0 ■`r (2) 16d NAILS INSTALLED t��� �OSEP/y ti+j (2) 2x6 2 DF TOE -NAILED OUTRIGGERS BETTER NAILED ERE ACCESSIBLE) TOGETHER WITH NO. 16d NAILS AT 4' O/C (NO SPLITS ALLOWED) //fT11 ;; PROVIDE CHASSIS, 8'-0' MAX L PROVIDE CHASSIS, 10'-0" MAX. LEGEND: ' PERIMETER, AND END PORCH PERIMETER, AND END PORCH MATING UNE PIER (FULL WIDTH) MATING UNE PIER (FULL WIDTH) ■ CHASSIS PIER SUPPORT PER 'TABLE I SUPPORT SCHEDULE'. SUPPORTS PER SUPPORTS PER STANDARD MODEL STANDARD MODEL PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE-. (NOT REQUIRED FOR 20 PSF ROOFS)' ®-MATING UNE BEARING WALL PIER SUPPORTS -PER 'TABLE III - SUPPORTS AT MATING UNE' SCHEDULE. a o o ENDWALL ENDWALL � MATING m __RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE 3 BELOW c MATING f -REFERENCE 'TABLE 11 RIDGE BEAM SUPPORTS' SCHEDULE. UNE � � PORCH/DECK z �1 LINE PORCH/DECK � I � TYPICAL OUTSET FLOOR OR RECESSED SIDEWALL PORCH ® PROVIDE PROVIDE SUPPORT PIER LOCATED AS NOTED WITH THE FOLLOWING RIDGE BEAM RIDGE BEAM MINIMUM PIER CAPACITIES; COLUMN PIER COLUMN PIER SUPPORTS -CARPET 7 SUPPORTS o *CARPET c a PER x PER CHASSIS MAIN LAYOUT AND <2 CHASSIS MAIN LAYOUT AND PIER REQUIREMENTS FOR END PORCHES CORNER PORCH AND FIREPLACES t G BEAMS (TYP.) RIDGE BEAM BEAMS (TYP.) RIDGE BEAM FIELD SUP- z - 1 FIELD SUP- PORT PIER' z I ,� PORT PIER" ROOF LIVE LOAD / PIER CAPACITY x DRAWING DRAWING ® 20 PSF 30 PSF 40 PSF 60 PSF 80 PSF C -ml• END PORCHES 2000 Ibs. 2500 lbs. 4000 lbs. 4000 �bs.ECESSEDSIDEWALL CORNER PORCH 2000 Ibs. 2500 lbs. 4000 Ibs. 4000 bs. 6000 Ibs. 4'-O" ENTRY SIDEWALL FIREPLACE 2000 lbs. 2500 lbs. 4000 lbs. 4000 lbs. 6000 lbs. PROVIDE SPECIAL PIERS AND PADS PROVIDE SPECIAL PIERS AND PADS AT (4) LOCATIONS OF PORCH AS SHOWN- AT ALL (4) CORNERS OF PORCH - FOR MINIMUM CAPACITIES SEE TABLE FOR MINIMUM CAPACITIES SEE TABLE NOTES: AT RIGHT OF THIS SHEET. AT RIGHT OF THIS SHEET. 1. TO DETERMINE MINIMUM PAD SIZE FOR PIER CAPACITIES LISTED 64 ABOVE, USE THE 'REQUIRED FOOTING AREA' COLUMN OF 64 TABLE 11 - RIDGE BEAM SUPPORTS' SCHEDULE, MAKING SURE TO USE THE SOIL BEARING CAPACITY THAT MATCHES YOUR SITE CONDITION, THE CAPACITY LISTED ABOVE, AND THE CORRESPONDING PAD SIZE LISTED. RECESSED ENTRY SUPPORT PLAN — END PORCH W A SUPPORT PLAN — END PORCH DECK IB PROVIDE CHASSIS, NOTE: PROVIDE CHASSIS, MATING 10'-O' MAX. PERIMETER, AND MATING FIREPLACE MAY PERIMETER, AND UNE MATING LINE PIER LINE OCCUR AT ANY MATING UNE PIER 2. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH SUPPORTS PER ENDWALL SUPPORTS PER END OF CLEAR SPAN OPENINGS AT THE MATING UNE THAT STANDARD MODEL STD. MODEL ARE GREATER THAN 3"-0'. ENDWALL 3. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO TABLES 11 AND III ENDWALL FOR SUPPORT CAPACITY AND REQUIRED FOOTING AREA. PROVIDE z RIDGE BEAM QROFESSIO ki! - - TYP g COLUMN PIER b-22* x a SUPPORTS x � CHASSIS MAIN PER *CARPET a 3 PORCH] AND �Q tE� �OSEPy j < � BEAMS (TYP.) LAYOUT w CHASSIS MAIN FIREPLACE 1 s 1 s ENDWALL D�CIC RIDGE BEAM `° o FIELD SUP-_ O NO. BEAMS (TYP.) EXTENSION PORT R C042077 N } DRAWING * • • E* 3-31-2004 CIVIL �A OFC SIDEWALL SIDEWALL PROVIDE SPECIAL PIER AND PAD AT PROVIDE SPECIAL PIERS AND PADS putNc SUPPORT PLANS Boor PS CENTER OF FIREPLACE END JOIST AS AT THE 2 PORCH LOCATIONS SHOWN— () PORCHES AND 30 PSF 40 PSF SHOWN - FOR MINIMUM CAPACITIES SEE FOR MINIMUM CAPACITIES SEE TABLE FIREPLACES 60 PSF 80 PSF TABLE UPPER RIGHT OF THIS SHEET. AT RIGHT OF THIS SHEET. owuM BY D. HOLT a>E 2-6-95 KM ev D. HOLT an 3-28-96 S— 6 SUPPORT PLAN — ENDWALL FIREPLACE C SUPPORT PLAN — CORNER PORCH DECK D MATING LINE PERIMETER E--SIDEWALL FLOOR FLOOR JOISTS CHASSIS I -BEAM OR (2) 16d TOE -NAIL ---4 1 FLOOR RIM JOIST (2) 18d NAILS ADJUSTABLE NUT CONTACT PAD (2) 2x6 / 2 OF OR—� BETTER NAILED TOE -NAILED (2) 2x6 NAILED TOGETHER WITH AWHERE CCESSIBLE) 16d NAILS AT 4" 0/C APPROVED 2' RISER APPROVED 2" TOGETHER WITH (NO SPLITS ALLOWED) APPROVED PIER NOMINAL TREATED NOMINAL TREATED 16d NAILS AT (PERIMETER SUPPORT) LUMBER FOOTING APPROVED METAL LUMBER FOOTING 4" 0/C. INSET 9": PAD OR 4' THICK SOLID CONCRETE PIER FRAME PAD OR 4" THICKAPPROVED SOLID CONCRETE APPROVED NOTE: A 3/C x 1-1,'2' FOOTING PAD. PAD. PIERS NOTCH MAY OCCUR ON THE BOTTOM OF 2X6 BLOCKING. THE NOTCH MUST OCCUR AT 16' MIN FROM OUTSIDE EDGE OF BLOCKING. SUPPORT CAPACITY FOR THIS CONDITION 10 12 3000 POUNDS MAXIMUM METAL PIERS JAI METAL PIERS — MULTIPLE 18 INSET SUPPORTS AT PERIMETER 1C CHASSIS GAP BETWEEN TOP OF PIER AND MAIN FRAME MAY BE A WOOD PLATE (NOT CHASSIS I -BEAM EXCEEDING 2' IN THICKNESS) AND 4" WIDE x 6' LONG x 1" THICK MINIMUM I -BEAM OR FLOOR RIM NOTES* OR FLOOR WOOD SHIMS (WEDGES), FITTED AND DRIVEN TIGHT BETWEEN WOOD PLATE RIM JOIST JOIST 1 ALL PIERS AND FOOTINGS SHALL BE APPROVED FOR THEIR OR PIER AND MAIN FRAME. 2" OR 4" SOLID CONC. BLOCK MAY FILL THE INTENDED USE BY THE AUTHORITY HAVING JURISDICTION. REMAINDER OF THE GAP. PIER CAP: 2x8x16" WOOD (2 LAYERS PIER CAP: 4'x 16"x 16' 2. A MINIMUM GROUND CLEARANCE OF 12" SHALL BE MAINTAINED MAX), OR 4x8x16" SOLID CONCRETE, SOLID CONCRETE BLOCK BENEATH THE LOWEST MEMBER OF THE CHASSIS (I -BEAM). y t0 OR COMBINATION OF BOTH. OR EQUIVALENT. = = z '`00 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS STANDARD OPEN OR CLOSED CELL 1O < DOUBLE CONCRETE BLOCKS SHALL BE 2.5:1 . ro 8"x 8'x 16" CONCRETE BLOCKS WITH n (SOLID OR CELLED) WITH c ,n 1 CELLS PLACED VERTICALLY. THE BLOCKS INTERLOCKED AND 2 4. ALL FOOTINGS (PADS OR CONTINUOUS) MAY BE PLACED DIRECT - a BLOCKS SHALL BE INSTALLED W/ 16" CAPPED AS SPECIFIED w LY ON THE GROUND SURFACE WHERE ALLOWED BY THE LOCAL DIMENSION PERPENDICULAR TO 0 ABOVE JURISDICTION, PROVIDED THE SOIL IS FIRM AND UNDISTURBED, i I -BEAMS OR ALTERNATE DIRECTION n Z OR COMPACTED FILL.. FREE OF GRASS AND ORGANIC MATERIAL OF EACH COURSE. FOOTING: 16'x 16'x 4" SOLID wAPPROVED w vi 5. PIER HEIGHT MAY BE 36' MAXIMUM AS MEASURED FROM THE v 2" CONCRETE OR OTHER PRODUCT ` TOP OF THE FOOTING TO THE BOTTOM OF THE I BEAM UNDER NOMINAL TREATED APPROVED FOR THE PURPOSE. THE MAIN FRAME, AND 48" MAXIMUM TO THE BOTTOM OF THE LUMBER FOOTING ALTERNATE, (2) 8"x 18"x 4" m PERIMETER OR CENTERLINE FLOOR RIM JOIST. PAD OR 4' THICK SOLID CONC. BLOCKS W/ JOINT FINISH GRADE SOLID CONCRETE PAD. BETWEEN BLOCKS PARALLEL 6. WHEN MORE THAN ONE-FOURTH OF THE AREA OF THE MANU- TO THE STEELI-BEAM FRAME. FINISH GRADE 121 FACTURED HOME IS INSTALLED SO THAT THE BOTTOM OF THE MAIN FRAME MEMBERS ARE MORE THAN 3 FEET ABOVE GROUND D CONCRETE BLOCK PIERS LEVEL, THE FOUNDATION SYSTEM SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AND THE WHEN A PIER IS FOUNDED ON TWO OR MORE FOOTING PADS AND THE LENGTH OF THE PIER BASE IS LESS THAN THE WIDTH OF THE INSTALLATION SHALL BE APPROVED BY THE LOCAL AUTHORITY CHASSIS i -BEAM OR 6'z 16' MINIMUM CONT. MULTIPLE PAD, A LOAD DISTRIBUTING ELEMENT IS REQUIRED HAVING JURISDICTION. FLOOR RIM JOIST. CONCRETE FOOTING AND SHALL BE APPROVED 2 x TREATED LUMBER OR OTHER APPROVED MATERIAL W/ WIDTH AT LEAST EQUAL TO THE WIDTH FULL LENGTH OF THE OF THE PIER AND LENGTH AT LEAST EQUAL TO THE WIDTH OF THE �OVE5510 I -BEAM OR RIM JOIST. // ALTERNATE- GS MULTIPLE PADS. 0 �! J05EPyl, APPROVED CONCRETE ll 11 ' Y BE STALLED / 11 CONCRETE BLOCK (OR METAL PIER) �c,�P�y �y. NO. O BLOCK OR METAL PIER. •' PERPENDICULAR TO INDIVIDUAL OR COM- / I CHASSIS I -BEAM AT �/ 0042077 BINED PIER LOADS 11 NO MORE THAN 8'-0" IL��a.11• O/C WITH FOOTING nn r• LENGTH EQUAL TO 7/31/02 10 ;,� HOME WIDTH. CIVIL /n`orCAUEO � NOTE: FINISH GRADE p WHERE REQUIRED BY 9p 0R1ww" SET—UP INSTRUCTIONS' Ima trs�os 20 PSF 40 PSF LOCAL AUTHORITY, (2) / 4 CONTINUOUS 16' �O �' EXTEND FOOTING REBAR LAPPED BELOW FROST UNE 12"RE MINIMUM APPROVED PIER AND FOOTING SUPPORT DETAILS 30 PSF 60 PSF FOOTING 80 PSF mm 8Y D. HOLT DAL• 1-12-95 S_$ 12 10 CONTINUOUS FOOTINGS JEJ SINGLE PIER ON MULTIPLE PAD Fmast TM w>E 7/23/02 (2) LAYERS TYPE 15 FELT OR ASPHALT RIDGE SHINGLES FIELD FIELD INSTALLED W/ (2) 3' MIN. LAG SCREW CLUSTER TABLE I APPROVED EQUAL INSTALLED, EXTENDING 6" 12 GA. x 1 1/4" ROOFING CLUSTER MAXIMUM SPAN OR ADJACENT SPAN . MINIMUM ON EACH SIDE NAILS AT EACH SHINGLEiv OF UNIT G m PATTERN 20 P.S.F. 30 P.S.F. LAST COURSE OF z11 00 00 1 1 SCREW 5'-0' 3'-6' SHINGLES FIELD INSTALLED INSTALLED W/ (4) SHINGLES 12 GA. x 11' ROOF n oo NAILS AT EA. 2 SCREWS 10'-0' 7'-0' SHINGLE. 4 SCREWS 20'-0' 14'-0' (2) LAYERS 150 FELT AFTER RIDGE BEAM 6 SCREWS 30'-0" 21'-0' OR APPROVED EQUAL 80LTING, ATTACH 3/8'x FACTORY INSTALLED 6' (MIN) PLYWOOD ss 3/8" DIA. x 5" 8 SCREWS 40'-0' 28'-0' CLOSURE STRIP MATH 1e2' — BOLTS W/ WASHE 6d NAILS AT 6" 0 C TO LAG SCREW 10 SCREWS 50'-0' 35'-0' 2 MIN. FROM TOP OF RIDGE BEAM AND (2) 6d RIDGE BEAM. FOR AILS TO EACH RAFTER, SPACING AND BOLT OR COVER 5' — ACCESS CLUSTER REQUIRED OVER 1. LAG SCREW CLUSTER REQUIRED ONLY WHEN RIDGE BEAM HOLES WITH 30 GA. SUPPORT POSTS SEE 30 O C — 20 P.S F. SUPPORT POSTS ARE ON ONE SIDE OFC L 77 GALVANIZED METAL 121 20' O/C — 30 P.S.F. 2. LAG SCREW SPACING IN CLUSTER TO BE 2" TO 4' O/C RIDGE CLOSE - UP DETAIL - 3:12 ROOF JAI ALTERNATE RIDGE BEAM LAG SCREW DETAIL - 20 P.S.F. AND 30 P.S.F. ONLY 113 RIDGE FIELD INSTALL 1/2'— BOLTS WITH WASHERS BOLT CLUSTER TABLE 1 I BEAM AT 48' 0/C O 20 PSF ROOF OR 32"0/C CLUSTER MAXIMUM SPAN OR ADJACENT SPAN O 30 PSF ROOF OR 24' O/C O 40 PSF BEAM ROOF OR 16' O/C O 60/80 PSF ROOFS PATTERN 20 P.S.F. 30 P.S.F. 40 P.S.F. 60 P. • •g4 WHEN RIDGE BEAM SUPPORT _ POSTS ARE ON ONE SIDE OF 1 BOLT 12'-9' 8'-10' 5'-0' 5'-0' 3'-10" < ONLY, A BOLT CLUSTER IS - N REQUIRED AS SHOWN. FOR 2 BOLTS 25'-6' 17'— B' 9'-11" 9'-11" 7' -9 - ell OF BOLTS, SEE TABLE 11 AT RIGHT,:],.3 BOLTS 38'-3' 26'— 7' ___ --- --- 4 BOLTS --- 35'— 5" 19'-10" 19'-10' 15'-6' LONGITUDINAL OR TR�j 6 BOLTS --- --- 29'—B' 29'-8" 23'-3" tt RIDGE BEAM SUPPORT POSTS 14 8 BOLTS --- --- 39'-7" 39'-7" 31'-0" TYPICAL WALL STUDS II NOTE. II 1. BOLT CLUSTER REQUIRED ONLY WHEN RIDGE BEAM SUPPORT POSTS ARE ON ONE SIDE OF C L TYPICAL FLOOR —) 2. BOLTS SHALL BE 1/2" (MIN.) WITH WASHERS AT EACH END. 24 RIDGE BEAM BOLTING DETAIL C SEAL JOINT FOR ENTIRE LENGTH NOTES: AT FLOOR TO FLOOR CONNECTION DECKING WITH EXTERIOR GRADE CAULKING 1. ALL CLOSE—UP MATERIAL SHALL BE SUPPLIED BY THE Q OEESS/0 OR EQUAL TO PROHIBIT AIR FLOOR\y1P�� MANUFACTURER. ��EO J0 SEP AND WATER INFILTRATION 2. AS AN ALTERNATE TO ROOFING NAILS, 1'xt'xl6 GA. STAPLES Fj MAY BE USED TO SECURE THE STANDARD ASPHALT SHINGLES AND RIDGE SHINGLES. N0. C042077 3. ALL BOLTS & LAG SCREWS SHALL CONFORM TO ASTM SPEC. A-307 OR EQUAL * Ems, 31 20D4 4. FOR ELECTRICAL GROUNDING BETWEEN SECTIONS, USE STAR WASHERS AT BOTH ENDS OF THE 1/2' BOLT ON AT LEAST s CIVIL TIrfOFCALli ONE OF THE BOLTS BETWEEN EACH CONNECTED SECTION. OUTRIGGERS 1/2"^' BOLTS THROUGH MATING ANGLES AT 5. LAG SCREWS OR BOLTS IN A CLUSTER PATTERN MAY BE SPACED UP TO 6' 0/C PROVIDED THAT 2" O/C TO 4' 0/C » » SET-UP INSTRUCTIONS 20 PS 60 PSF ALTERNATE: ENDS OF OUTRIGGERSpump FOR W/ WASHERS(SEE AlE@�E SPACING IS MAINTAINED THROUGHOUT THE CLUSTER. ALTERNATE FLOOR CONNECTION . USING LAG SCREWS SEE DETAIL NOTE #4 AT RIGHT) FLOOR AND ROOF 30 PS 80 PSF � CLOSE-UP DETAILS 40 PS _ 2 MAIN BY D. HOLT p"12-20-94 -10 FLOOR CONNECTION D 7/16" APA RATED 24/16 SHEATHING (2) LAYERS TYPE 15 FELT OR ASPHALT RIDGE SHINGLES SHIPPED LOOSE. INSTALLED WITH LONG STANDARD TAG APPROVED EQUAL FIELD FIELD INSTALLED W/ (2) DIMENSION PERPENDICULAR TO BLOCKING 'B' UNIT --� C' UNIT INSTALLED, EXTENDING 6 . 12 GA. x 1 1/4- ROOFING W/ 6d NAILS O 6. O/C MINIMUM ON EACH SIDE NAILS AT EACH SHINGLE FIELD BOLTING QUANTITIES PER OF UNIT CENTERLINE LAST COURSE OF SHINGLES 12 1/8- MIN FIELD INSTALLED W/ (4) 12 ROOF SHEATHING 2 x BLOCKING NAX 1 1/4` ROOFING NAILS AT EACH SHINGLE GABLE TRUSS (FACTORY INSTALLED) FACTORY INSTALLED SHINGLES MAX (2) LAYERS 1S/ FEL AFTER RIDGE BEAM OR APPROVED EQUAL BOLTING, ATTACH 3/8-xTYPICAL TAG UNIT TRUSSES FACTORY INSTALLED 12" (MIN) PLYWOOD AT 18" OR 24` O/C CLOSURE STRIP WITH 8d NAILS AT 6. 0/ 6d NAILS AT 6. 0/C TO TAG UNIT MATING WALL 2x3 RAFTER RAIL AND (2) 2x3 RAFTER RAILS 55 (2) 6d NAILS TO EACH RAFTER. RIDGE BEAM TYPICAL ROOF TRUSS 112' DIA BOLTS W/ WASHERS 2 MIN. FROM TOP OR 80 OM OF RIDGE BEAM OR 3/8` LAG SCREWS. FOR SPACING AND BOLT CLUSTERS REQUIRED OVER SUPPORT POSTS SEE 7 lu 12 12 RIDGE CLOSE — UP DETAIL — 4:12 ROOF A I SECTION — TRANSITION FROM "B" TO "C" 1B STANDARD TAG NOTES: 7/16- APA RATED 24/18 SHEATHING 'B' UNIT 'C' UNIT SHIPPED LOOSE, INSTALLED WITH LONG 1. ALL CLOSE—UP MATERIAL SHALL BE SUPPLIED BY THE DIMENSION PERPENDICULAR TO MATING MANUFACTURER. LINE W/ 6d HAILS O 6- O/C FACTORY INSTALLED 2. AS AN ALTERNATE TO ROOFING NAILS, 1'x1'x/6 GA. STAPLES TEMPORARY WEATHER MAY BE USED TO SECURE THE STANDARD ASPHALT SHINGLES PROOFING MTL FOR AND RIDGE SHINGLES. PROTECTION DURING 3. ALL BOLTS do LAG SCREWS SHALL CONFORM TO ASTM SPEC. TRANSIT do STORAGE A-307 OR EQUAL MAX S� s0 E plf jo NO. C042077 & 1 * 01/23/03 CIVIL OF CAUFO� °RAWO "SET—UP INSTRUCTIONS" 20 PS 60 PSF ROOF 30 PS 80 PSF 140 CLOSE—UP DETAILS PS 'B' 12 W By 0. HOLT ME 3-29-96 IS -11 ALTERNATE CLOSE—UP DETAIL TYPICAL TO DETAIL EXCEPT AS NOTED C Mm BY T. MCGUIRE aAT 1-23-03 MARRIAGE UNE GENERAL NOTES FLOOR DECKING 1. THESE INSTRUCTIONS SHALL BE FOLLOWED FOR FLOOR CONNECTION AND ELECTRICAL GROUNDING ACROSS 2 x 6 RIM JOIST MATING LINES WHEN CHASSIS MATING ANGLES ARE NOT FACTORY INSTALLED. FLOOR SEALER TO PREVENT INFILTRATION 2. WHERE MATING ANGLES ARE INSTALLED ON ANY TWO OUTRIGGERS THAT ARE ALIGNED ACROSS CENTERLINE, IT IS PERMISSABLE TO GROUND THE CHASSIS IN ACCORDANCE 'D' 'SHEET WITH 'SHEET S-10' DETAIL AND S-10, GENERAL NOTE NO. 4'. a BOTTOM BOARD - PATCH W/ VINYL TAPE AT LAG SCREWS 3/8' x 5' MIN. LAG SCREWS 0 16'0/C (ALTERNATE SIDES AS SHOWN) TYPICAL OUTRIGGER (MATING ANGLES NOT REQUIRED) 4 FLOOR CONNECTION REQUIRED AT EACH MATING LINE JA MARRIAGE LINE FLOOR DECKING 2 x 6 RIM JOIST %� SOS Plf 10 �P �P NO. 0042077 I E* 3-31-201 I I CIVIL �17Eor CALIFO�� SOLDERLESS LUG I FOR ALTERNATE GROUNDING CONNECTION, SEE GENERAL WAVW Wff Lo 8 #8 BARE COPPER WIRE NOTE # 2. ALTERNATE FLOOR CONNECTION. 20 PSF 30 PSF _ TYPICAL OUTRIGGER 4 mAw ff( G. BUE wh 3-28-96 S-12 GROUND CONNECTION REQUIRED AT EACH MATING LINE JB FLOOR NOTE- FACTORYNO TOOLS SHALL BE INSTALLED INSTALLED , OPTIONAL QUICK USED ON THE QUICK WATER LINES WATER WATER LINES I FLOOR DISCONNECT DISCONNECT DEVICE. FLOOR ( '__\\ t . m —r MATING I � 2 - MATING JOINT JOINT (SUP'P`LY) GAS CONNECTOR WATER CROSSOVER FLEX SHUTOFF ---- SUPPLIED BY VALVE, FLEXIBLE PLASTIC ATER WDIRECTLY CONNECTOR SUPPLIED BY THE MANUFACTURER (MUST MANUFACTURER REQUIRED PIPING CONNECTED BE LISTED FOR EXTERIOR WHEN REMOVE DUST THROUGH SNIVEL CONNECTOR USE) DISCONNECT CAPS BEFORE AND COUPLING 6 6 IS USED CONNECTING 6 WATER UNE CROSSOVER A ALTERNATE WATER LINE CROSSOVER B GAS LINE CROSSOVER 1C COUPLING WITH MOTE, Imo: DRAIN UNE TUB OR TUB/SHOWER ADJUSTABLE DRAIN UNE TEST TO BE TEST TO BE CONDUCTED SCREW CLAMP CONDUCTED AFTER ASSEMBLY AFTER ASSEMBLY. STRAINER AND ALTERNATE* FLOOR PER NOTE li 6 BELOW. SNIVEL ADAPTER INTERIOR PARTITION ABS COUPLING W/ COLORS APPROVED SOLVENT MUST MATCH COUPLING WITH ADJUSTABLE FLOOR SCREW CLAMPS STUBBED ADJUST FALL TO 1/4' PER FOOT 1\' VENT LINE MIN. (1/8` PER FOOT IF THERE IS 7 A CLEANOUT AT UPPER END OF LOOSE SECTION) OUTLET DRAIN SECTION (ONE ONLY) SANITARY TEE I I APPROVED COUPLING WITH ADJUSTABLE I I 1\' OR 2' PIPE I COUPLINGS SCREW CLAMPS TO MAIN DRAIN 1\• PIPE STUBBED UNE COLORS MUST MATCH LOOSE DRAIN SECTION --i DRAIN UNE 'P'— TRAP THE P—TRAP COVER W/ INSULATION W/ UNION 8 SEE `NOTES FOR DETACHED DRAIN ASSEMBLY BELOW g 8 SHALL BE SHIPPED LOOSE DRAIN LINE CROSSOVER D TYPICAL DETACHED DRAIN ASSEMBLY E FIELD INSTALLED "P - TRAP" F "E" FACTNOTES FOR DETACHED DRAIN ASSEMBLY - DETAIL INSTALLED 1/2' MIN CPUC 1. ABS PLASTIC PIPE FITTINGS AND JOINTS. USE SOLVENT 5. SUPPORT DRAIN UNE(S) BY FACTORY INSTALLED PLUMBERS TAPE CEMENT SPECIFICALLY MANUFACTURED FOR USE IN ABS OR PLASTIC STRAPS ATT 48' 0/C MAX. WRAP LOOSE END OF EACH H SIDEBOF PLASTIC PIPE CONNECTIONS. APPLY IN ACCORDANCE WITH STRAP AROUND PIPE AND NAIL TO FLOOR JOIST OR FASTEN TO MATING LINE. MANUFACTURERS INSTRUCTIONS. SOLVENT SHALL COMPLY CHASSIS WITH SELF—TAPPING SCREW. ASSURE PROPER SLOPE WITH ASTM D 2235-81 OR NSF -14-1985. (FALL) TOWARD OUTLET OF 1/4` PER FOOT MIN. OR 1/8' MIN. PER FOOT WHERE FACTORY INSTALLED CLEANOUT IS 2. ALL JOINTS AND CONNECTIONS SHALL BE CORRECTLY PROVIDED AT UPPER END OF DRAIN LINE. ASSEMBLED FOR TIGHTNESS. PLASTIC PIPE SHALL BE INSERTED TO THE FULL DEPTH OF THE SOCKETS OF 6. PERFORM DRAIN UNE `FLOOD LEVEL TEST" AFTER ASSEMBLY SHIP LOOSE, SITE INSTALLED CPVC CROSSOVER PIPE WITH 2 ELBOWS, EACH FITTING. ACCORDING TO THE FOLLOWING PROCEDURE: STO MATCH FACTORY PIPE SIZES THE MANUFACTURED HOME SHALL BE IN A LEVEL POSITION, ALL PE SHALL BE INSERTED TO FULL DEPTH PIPE 3. THE DRAIN OUTLET MUST BE PROVIDED WITH A MINIMUM FIXTURES SHALL BE CONNECTED, AND THE ENTIRE SYSTEM OF EgCH FITTING. USE SOLVENT CEMENT CLEARANCE OF 3' IN ANY DIRECTION FROM ALL PARTS OF SHALL BE FILLED WITH WATER TO THE RIM OF THE TOILET THE STRUCTURE OR APPURTENANCES AND WITH NOT LESS BOWL (TUB & SHOWER DRAINS SHALL BE PLUGGED). AFTER ALL APPROVED FOR CPVC FITTINGS. THAN 18' UNRESTRICTED CLEARANCE DIRECTLY IN FRONT TRAPPED AIR HAS BEEN RELEASED, THE TET SHALL BE ALT. WATER CROSSOVER - CPV G OF THE DRAIN OUTLET. SUSTAINED FOR NOT LESS THAN 15 MINUTES WITHOUT EVIDENCE MA= "SET-UP INSTRUCTIONS" OF LEAKS. THEN THE SYSTEM SHALL BE UNPLUGGED AND 4. CLEANOUTS SHALL BE ACCESSIBLE THROUGH AN EMPTIED. THE WASTE PIPING ABOVE THE LEVEL OF THE TOILET UNOBSTRUCTED MINIMUM CLEARANCE OF 12' DIRECTLY IN BOWL SHALL THEN BE TESTED AND SHOW NO INDICATION OF PLUMBING FRONT OF THE OPENING. LEAKAGE WHEN THE HIGH FIXTURES ARE FILLED WITH WATER do �D. DAk12-15-94 � PIPY TO OBTAIN THE MAXIMUM POSSIBLE FEMPTID LOWED THE DRAIN HOLT 24-02 S—� 3 TYPICAL GROMMET FLOOR INSULATION (FACT; INSTALLED) FURNACE CONNECTION TYP. 4" x 10' ADJUSTABLE REGISTER (FACTORY INSTALLED) TYP. 10" OR 12' COLLAR FACTORY INSTALLED OPTIONAL FLEX DUCT FOR TAG UNIT FIELD INSTALLED do _ I hill WHERE REQUIRED MIXING BOX PER DET. (A MIN. GROUND CLEARANCE (A LT: CROSSOVER DUCT (FIELD INSTALLED) 10'� OR 12'� FLEX DUCT MAY REST ON CONT. P.T. OR ALTERNATE: SHIPPED LOOSE AND FIELD FOUNDATION REDWOOD) AIR SUPPLY PER DET. INSTALLED (R-4 MIN.., TYP.) (FIELD INSTALLED) 16 FLEX HEAT DUCT CROSSOVER — DOWNFLOW FURNACE JA STANDARD HEAT DUCT .016 MIN. GALV. OR ALUM. FACTORY INSTALLED MIXING BOX INSULATED W/ R-4 MIN. FLOOR ` HEAT REGISTER — QK ONLY FACTORY INSTALLED / ATTACH FLEX DUCTS TO FURNACE DUCT MATERIAL 2) 10 OR 12"— COLLARS �ONE SEALED FACTORY INSTALLED EACH SIDE) W/ TYP. COMBUSTION COLLARS. ATTACH OTHER OR ELECTRIC END OF FLEX DUCT TO TYP. HEAT DUCT PER FACTORY 1 12 INSTALLED 14'» COLLAR FOR — 6'— COLLAR MIXING BOX DETAIL D CROSSOVER DUCT FACTORY ii�tM _ — INSTALLED 14"— FLEX DUCT I ffv6ED Mh SHIPPED LOOSE AND — FIELD INSTALLED. (TO BE SUPPORTED FROM EVERY GROM— 6"— FLEX DUCT MET W/ BAILEY HARE) LISTED MIN. R-4 14' x 10" x 10' OR 14' x 12' SHIPPED LOOSE, FIELD INSTALLED 'Y' GALVINIZED do INSULATED W/ R-4 MIN. SHIPPED LOOSE AND FIELD INSTALLED. 10"— OR 12'— FLEX DUCT SHIPPED LOOSE AND FIELD INSTALLED. pu�c "SET—UP INSTRUCTIONS" MECHANICAL - 16 aur D. HOLT . ak12-20-94 S— 4 ALTERNATE AIR SUPPLY METHOD B OPTION REMOTE REGISTER C JUNCTION BOX P P DISTRIBUTION JUNCTION TO N N BOX WITH METAL CIRCUITS G G PLATE PANEL COVER FLOOR P FACTORY INSTALLED G JUNCTION BOX --j MADE W/ APPROVED G CONNECTORS. P CROSSOVER FOR ONE CIRCUIT _1\ p P P TO P N CIRCUITS N N G J—BOX SIZING: G G P P 100 AMP— 4'x10'x10 200AMP-4'x10"x12 ./ FLEX ELECTRICAL CONDUIT TO PARK JUNCTION N FLEX CONNECTOR, FLEX ELECTRICAL PANEL BOX. BOX G LOCK NUT ANDJ CONDUIT HARED AND PLASTIC BUSHING FLEX CONNECTOR TO BE SPLICED PER DIA— SPLICE CONNECTORS REQUIRED FOR 100 AMP SERVICE AND CROSSOVER FOR TWO CIRCUITS GROUNDED ON SITE 'GRAMS AT LEFT. B LARGER. FOR 50 AMP SERVICE, A PLUG—IN CORD IS PROVIDED ELECTRICAL AND WIRING DIAGRAMS FOR CROSSOVER JA ELECTRICAL FEEDER ASSEMBLY IB P 1 GENERAL NOTES: 1. WARNING: DO NOT PROVIDE ELECTRICAL POWER UNTIL THE I I 11 GROUNDING ELECTRODE SYSTEM IS INSTALLED & CONNECTED. I I 2. ONE APPROVED GROUNDING ELECTRODE SYSTEM IS AN II ELECTRODE ENCASED BY AT LEAST 2' OF CONCRETE, I I LOCATED WITHIN AND NEAR THE BOTTOM OF A CONCRETE LISTED COMBINATIONFOUNDATION OR FOOTING THAT IS IN DIRECT CONTACT WITH METERBASE DISTRIBUTION THE EARTH, CONSISTING OF AT LEAST 20 FEET OF ONE OR PANEL, JA002 OW OR — MORE BARE OR ZINC GALVANIZED OR OTHER ELECTRICALLY APPROVED EQUAL CONDUCTIVE COATED STEEL REINFORCING BARS OR RODS OF NOT LESS THAN 1/2' DIAMETER, OR CONSISTING OF AT LEAST o 20 FEET OF BARE COPPER CONDUCTOR NOT SMALLER THAN MAIN NUMBER 4 OR OTHER APPROVED GROUNDING SYSTEMS PER 0 o MAIN 250-81 AND 250-83 OF THE NEC. HOT WARES PANEL 3. MAIN PANEL WITH METER BOX SHALL NOT BE INSTALLED ON SERVICE ENTRANCE HOMES WITH METAL SIDING. CONDUCTORS — SIZE PER LOCAL CODES GROUND / NEUTRAL BAR UNDERGROUND 2' NON—METALIC m CONDUIT TO BE RIGID STEEL OR OTHERWISE CONFORM CONDUIT RACEWAY w0. a[wsc By er ah M. EZZO I95 TO LOCAL CODES AND M. EZZO 11/21/9 REQUIREMENTS GROUND WIRE TM 92401 FIELD INSTALLED FITTING FOR GROUNDING ELECTRODE CONNECTING CONDUIT CONDUCTOR FROM SERVICE FROM METER BASE EQUIPMENT TO GROUNDING TO BE INSTALLED ELECTRODE SYSTEM. WIRE ON SITE SIZE PER THE FOLLOWING: SERVICE: 100 AMP — R 6 COPPER WAM „ SET-UP INSTRUCTIONS' 125 AMP — / 4 COPPER 150 AMP — N 4 COPPER ELECTRICAL 200 AMP — / 4 COPPER 0 D. HOLT . °"k12-16-94 S— j rj ELECTRICAL MAIN PANEL CONNECTIONS C MAIN PANEL ASSEMBLY 0 FACTORY INSTALLED DBOARD OR PLRYWOOD SIDING i .I. I I FIELD INSTALL �FlELD INSTALLED I• FIELD INSTALL I 12' LENGTH OF WOOD BATTEN NTH I MINIMUM 2' LAP SIDING 8d NAILS AT 12' 0/C WIDE BATTEN rIr OVER < INTER - CUT FROM SAME I LOCKING NTH CAULK OR SEAL AT MATERIAL AS HORIZONTAL I SIDING UNDER- EDGES (TYPICAL) FACTORY I' SIDING. ATTACH LAP SIDING I NEATH. INSTALLED I WITH 6d NAILS (FACTORY FACTORY INSTALLED HARDBOARD AT 6' 0/C EACH INSTALLED) I HARDBOARD OR OR PLYWOOD SIDE OF < PLYWOOD SIDING SIDING 6' 6' 12 MIN. MIN. 12 8 ENDWALL CLOSE-UP DETAIL - HARDBOARD JAI ENDWALL CLOSE-UP DETAIL - LAP SIDING JB INSIDE CORNER CLOSE-UP ic NOTES: 1. ALL FASTENERS MANUFACTURED FROM STEEL WIRE RIDGE BEAM EXPOSED TO WEATHER SHALL BE ZINC COATED BY TYPICAL (WITHOUT NOTCH HOT -DIP GALVANIZED PMANU OSITED TRUSSES FOR OVERHANG) ZINC OR ELECTRODEPO TED Z N�C{.ANICALLY FASTENERS FACTURED FROM ALUMINUM ALLOY HARE OR OTHER FASCIA SPLICE NON-FERROUS ALLOYS EXPOSED TO THE WEATHER DO FIELD APPLIED NOT REQUIRE PROTECTIVE COATINGS. PER DETAIL 1 2. ALL (:LOSE -UP MATERIAL SHALL BE SUPPLIED BY THE 2X6 OUTLOOKERS MANUFACTURER. ENDWALL EXTENDED 32' MIN BELOW IN FROM ENDWALL. — — — — — (FACTORY INSTALLED) FASCIA 0 O FACTORY INSTALLED 9' 9' FACTORY INSTALLED OUTLOOKER SPACING MAX MAX OUTLOOKER SPACING 16 FASCIA SPLICE AT RIDGE D SPLICE*6d � QSO FIELD INSTALL FIELD `� EPlie Fj FASCIA WITH �`' �� 7�^ j0 NAILS MIN. EACH SIDE OF SPLI NO. C042DnEq. 3-S1-2CIVIL or 1:0 gA OR "SET-UP INSTRUCTIONS" 1x4 RAFTER RAIL (UNDER HARDBOARD WALL & ROOF -CLOSE-UP DETAILS _ FASCIA) mm By DAN D. HOLT 12-21-94 S-16 6 ENDWALL FASCIA SPLICE AT RIDGE JEJ EXTERIOR WALL FRAMING TYPICAL WALL FACTORY INSTALLED �`!r--tr---1r� FRAMING W/ STUDS AT 16' O/C BELT RAIL HARDBOARD SIDING TYPICAL TOP PLATE OPENING IN WALL FOR FIELD �-CAULKINGINSTALLATION TYP. STUDS AT 1 11 OF ELECTRAL FIELD INSTALLED 16' 0/C II METER BASE. I , HARDBOARD BATT ENTIRE VOID AREAS TO I z_ ETC . . . I �+ REMOVE FACTORY BE FILLED W/ MIN. R-1 II INSTALLED POLY- INSULATION. o ETHYLENE SHEATHING 'Z' OR 'H' FLASHING i� I I FIELD INSTALLED 1 s HARDBOARD SIDING W/ 11 0 CAULKING 6d CORROSIVE RE- ENTIRE OPENING SHALL FLOOR JOISTS SISTANT NAILS AT 6' 0/C BE COVERED W/ POLY- i� FIELD INSTALLED HARDBOARD EDGES AND FIELD. ETHYLENE SHEATHING II SIDING W/ 6d CORROSIVE DURING TRANSIT AND II RESISTANT NAILS AT 6' 0/C FIELD INSTALL nF-- FIELD INSTALLED n SKIRTING (MAY BE REMOVED PRIOR TO ATTACHMENT OF k __u__ TYP. BOTTOM EDGES AND FIELD. HARDBOARD n ONE PIECE) HARDBOARD. PLATE 24 BATTS 8 8 WALL CLOSE - UP A WALL OPENING B D E T A I L Ic TYP. STUDSTYP. TOP PLATE AT 16' 0/C �_ FACTORY INSTALLED EXTERIOR � ` -� - t - II I It T TYP. BLOCKING AT ALL EXTERIOR SIDING ENDWALL 1. ALL FASTENERS MANUFACTURED FROM STEEL WIRE II III II GYPSUM BOARD JOINTS TYP. STUDS CLOSE-UP EXPOSED TO WEATHER SHALL BE ZINC COATED BY II _ ILL II AT 16' 0/C HOT-DIP GALVANIZED ZINC, MECHANICALLY DEPOSITED X II -�IF- II FIELD INSTALL 5/16' GYP. ZINC OR ELECTRODEPOSITED ZINC. FASTENERS MANU- < I 111 II BD. W/ CONT. BEAD OF ��- FACTURED FROM ALUMINUM ALLOY WIRE OR OTHER II I 111 P.V.A. GLUE AT ALL FRAM- NON-FERROUS ALLOYS EXPOSED TO THE WEATHER DO If III II ING MEMBERS do ATTACH 1 I NOT REQUIRE PROTECTIVE COATINGS. 'oo II I I jj W/ 3f16'0'x19 GA. STAPLES AT 6 0/C EDGES do FIELD 2. ALL CLOSE-UP MATERIAL SHALL BE SUPPLED BY THE 00 1 I II II AND NOT LESS THAN 1/4' MANUFACTURER. II 111 II FROM SIDES do ENDS QR ;o I I III 11 1/2' GYP. BD. W/ #6 x 11* J I n 11 III II SCREWS OR 5d COOLER NAILS OR - SHANK x FIELD INSTALL GYPSUM FACTORY INSTALLED II III .098 II 11' LONG x 19/64' HEAD BOARD (MATCH EXISTING) GYPSUM BOARD II III II RING SHANK NAILS AT PER DETAIL �p1 (AT LEFT) T`�7'Jff 7O/C EDGES AND FIELD AND NOT LESS THAN 3/8' TYP. BOTTOM PLATE FROM EDGES & ENDS 24 8 INTERIOR ENDWALL CLOSE — UP IDI D E T A I L JE �0 E PH Fri NO. 0042077 * Ems. 3-31-M CIVIL �ITf OF CM0 WAM "SET-UP INSTRUCTIONS WALL CLOSE-UP DETAILS putty BY�h12-22-94 S-17 D. HOLT FLAT OUTLOOKERS 7/16 O.S.B. - 2 x 6 OUTLOOK 1 x 3 R.S. SCREEN (FACTORY INSTAIERM x 6 R.S. FACTORY INSTALLED) MAIN UN R STEP FLASHING (5- HIGH) 7/16 O.S.B. 1 x 3 R.S. FLAT OUTLOOKERS ROOF CONNECTION PER 1 = J v 2 x 6 OUTLOOKER ll� (FACTORY INSTALLED) DORMER TRUSS SCREEN W/ VERTICAL I WEBS O 16. O.C. ^ �7-WALL CONNECTION PER {-�//} �� MAIN UN ao V `E olR TRUSSES OVER TAG UNIT 7AG_UN MAIN UNIT .� x 6 R.S. FLOOR CONNECTION PER FACTORY SET-UP MANUAL nL lu - MARRIAGE WALL - INSTALLED) A -STEP FLASHING (5- HIGH) NTS 2:1 TRIPLE WIDE SECTION VIEW A ROOF CONNECTION I B ROOF CONNECTION - DETAIL C MOTES: TOESCREW %10x4- SCREWS AT 24"O.C. \5������OEP �? 1p F NO. C042077 2x6FLAT MAIN UNIT TAG UNIT SIDEWALL E* j-31-2004 EXTERIOR WALL CIVIL 'ATE0FCA116� � MARRI (2) 2 x 4'S SIMPSON A -35-S W/ 12 REIM Ba Kv=Br ax WALL STUD 8D x 1 1/2' NAILS INSTALLED ON SITE TO _ TOP AND MIDDLE OF TAG 29 SIDEWALL TO MAIN UNIT SIDEWALL INTERSECTION. TAG ENDWALL JC. i WAIM TRIPLE WIDE (TAG) R9wLm ST,IDS O 16' INTERCONNECTION DETAILS 20 60,0 PSS' 2:1 2:1 HOMES ' Ba w Br a RAJ S-1 8 ALL CONNECTION D ALT. WALL. CONNECTION E 00, SECTION OF RAILING TO BE REMOVED AFTER SETUP AND STEPS, GUARDRAILS AND HANDRAILS TO BE INSTALLED BY SETUP. CONTRACTOR PER LOCAL CODES. LOCATION OF REMOVED RAILING SECTION AND STEPS ARE DEPENDENT UPON ACTUAL SITE CONDITIONS. MGM Rn wvm By BALE 'RA'" TAG UNITDETAICK RAILING rm umm auw BY ah 3/12/99 S-1 g A Mvm HOMES, PORCH RAILING DETAIL TIEDOWN SYSTEM GENERAL NOTES: 1. THE TIEDOWN SYSTEM SHOWN CONSISTING OF STEEL STRAPS, I FLOORBUCKLES AND GROUND ANCHORS IS ONE ACCEPTABLE METHOD / CULSSIS CHA OF ANCHORAGE. ALTERNATES TO THESE METHODS, MATERIALS, SPACINGS, ETC... MAY BE USED PROVIDED THEY MEET THE LOAD APPROVED - STRAP S ` BEAN MAINCAPACITY REQUIREMENTS SPECIFIED IN NOTE 2 BELOW AND ARE AROUND MAIN BENT AND ATTACHED � .� LISTED AND CERTIFIED BY A PROFESSIONAL ENGINEER ARCH- TO SICKLE AND ANCHOR HEAD E AND APPROVED BY THE LOCAL ENFORCEMENT AGENCY. DETAILS PERNUF2. ALL GROUND ANCHORS, STEEL STRAPS, AND CONNECTIONS SHALL APPROVED SUPPORT 's_ PIER FOOTING PER DRAWING 1v °D BE CAPABLE OF RESISTING AN ALLOWABLE WORKING LOAD OF AT LEAST 3150 LBS. PLUS A SOX OVERLOAD (4725 LBS.) WITHOUT FAILURE. ALL ANCHORING EQUIPMENT SHALL BE CERTIFIED BY A _ �p_50? PROFESSIONAL ENGINEER OR ARCHITECT AS TO ITS CAPACITY TO RESIST THE FORCES SPECIFIED BASED ON ANGLE OF INSTAL- I o L LATION AND SOIL TYPE IN ACCORDANCE WITH ASTM D3953-91, APPROVED STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL & SEALS. GROUND SOTYPE AT HOME LOCATION SHALL MEET EXCEED THE ANCHOR, _ ANCHORING EQUIPMENT MANUFACTURERS REQUIREMENTS. —CHOR PE MOAN NOTE 11168 3. HORIZONTAL WIND PRESSURE = 15 PSF. 12 4. NO PORTION OF THE TIE -DOWN EXTENDING BEYOND THE VERTICAL PLANE OF AN EXTERIOR WALL OF THE HOME SHALL BE ABOVE THE GROUND. T I E — D O W N D E T A I L A I 5. ALL ANCHORING EQUIPT. EXPOSED TO WEATHER SHALL HAVE A WEAVE SUFFICIENT LENGTH OF TIE -DOWN STRAP THROUGH TOP RESISTANCE TO WEATHER DETERIORATION AT LEAST EQUAL TO B1 TOP SLOT OF BUCKLE THEN DOWN THRWOH THE BOTTOM / SLOT OF �-BUCKLE THAT PROVIDED BY A COATING OF ZINC ON STEEL OF NOT LESS SLOT OF BUCKLE, THEN BAC( LIP THROUGH THE TOP BUCKLE, �z� MAIN BEAM SLOT OF THE BUCKLE FOR A SECOND TIME AS � THAN 0.30 OUNCES PER SQ. FOOT OF SURFACE COATED. ALL STEEL STRAPPING SHALL BE AT LEAST 1 1/4' WIDE x .035' THICK � PER SHOWN N FIGURE B-1. ZQ!L TYPE 1, FINISH B. GRADE 1 STEEL., & CERT. BY A PROFESSIONAL OR ARCHITECT AS CONFORMING TO ASTM D3953-91 ENGINEER 6. GROUND ANCHORS SHALL BE INSTALLED TO THEIR FULL DEPTH, WRAP THE TIE -DOWN STRAP AROUND THE MAN BEAM BZ THEN THROUGH THE TOP SLOT OF THE BUGLE FOR YAM BOTTOM EMBEDDED BELOW FROST UNE, AND AT LEAST 12' ABOVE THE Tin TIME AS SHOWN N FIGURE B-2 THEN BEAM SLOT OF -y BUCKLE THE WATER TABLE. STABILIZER PLATES SHOULD BE INSTALLED TO PROVIDE ADDED RESISTANCE. D= THE TIE -DOWN STRAP DOWN TO THE GROUND _ BUCKLE ANCHOR HAD AND CONNECT PER DETAIL 7. IN LIEU OF THE TIE -DOWN SYSTEM HEREIN, GOLDEN WEST HOMES WILL ALLOW INSTALLATION OF ANY HOME ON A PERMANENT FOUNDATION SYSTEM OR OTHER APPROVED TIE -DOWN OR CiOR STRAP ALTERNATIVE SYSTEM THAT MEETS THE DESIGN LIVE LOAD HM- IT S NE 7ANT TO REMOVE ALL SLAC( FROM REQUIREMENTS OF THE LOCAL ENFORCEMENT AGENCY, THE LOAD THE SYSTEM AROUND THE MAN BEAM ASSEMBLY. TO PROTECT STRAPS AGAINST SHARP CORDS OF I-BEAM,Q CAPACITY REQUIREMENTS IN NOTE 2 ABOVE, AND IS SIGNED BY WA PIECE OF STRAPPING TO WRAP AROUND THE I -BEAM _ � BT A PROFESSIONAL ENGINEER OR ARCHITECT. ANY SUCH SYSTEM BEFORE THE TOM STRAP S WRAPPED AROUND THE BEAM. USED MUST BE COMPATIBLE WITH THE GOLDEN WEST HOMES - LONGITUDINAL FLOOR CONSTRUCTION. TIE — DOWN STRAP TO MAIN BEAM DETAIL B Q�IITFSSIO fc Cl C2 C3 C4 o NO.CD42077 INSERT THE TENSION BOLT INTO USE A 15/16' SOCKET OR OPEN END TO HOLD BOLT UNDER TENSION WHILE REPOSITIONING ONCE FULLY TENSIONED, ALIGN • THE ANCHOR HEAD AND ATTACH WNIENCH TO MAKE AT LEAST FOUR THE 15/16' SOCKET OR WRENCH, PLACE AN OPEN END THE SQUARE NECK OF THE BOLT CIVIL THE NUT LOOSELY. THEN INSERT COMPLETE TURNS ON BOLT UNTIL WRENCH ON THE 5/6' SQUARE SHOULDER OF THE BOLT. WITH SQUARE HOLE IN ANCHOR �I/FOFCAUFO� THE STRAP INTO THE SLOTTED STRAP IS TUAT. THEN REPOSITION THE 15/16' SOCKET OR WRENCH TO HEAD AND 10TEN THE HEX NUT. MAW TYPICAL SHANK OF THE TENSION BOLT FACILITATE THE FINAL TENSIONING THIS WILL DRAW THE TWO TO- 20 PSF 30 PSF 40 PSF 160 0 PSFI- AS SHOWN. AFTER STRAP IS OMER AHD LOCK THE SYSTEM INSERTID THROUGH THE SLOT, INTO ns FINAL Ppg� TIE—DOWN DETAILS BEND IT UP AT 90P. dwi er D. HOLT OAIe5-23-95 rHI[11-25-99 S-20 e TIE — DOWN STRAP TO GROUND ANCHOR DETAIL CaeTM LONGITUDINAL TIE DOWN BRACKET IS INSTALLED IN PLANT. ALT BRACKET MAY BE INSTALLED ON SITE PROVIDED THAT THE CAPACITY IS RATED FOR 3150 LBS WORKING LOAD AND INSTALLED PER BRACKET MANUFACTURE'S ENDWALL INSTRUCTIONS. FLOOR 1 -BEAM INSTALL ONE 1 I APPROVED TIE - DOWN STRAP AT EACH END OF H EACH FLOOR SECTION 45 DE MAX 0 W APPROVED ANCHOR WITH ANCHOR TO BE IN LINE WITH STRAP SINGLE TENSIONING HEAD UNLESS APPROVED STABILIZER PLATE OR COLLAR IS INSTALLED FOR 45' MAX. ANGLE, 'W` MUST BE GREATER OR EQUAL TO 'H'. INSTALLATION OF LONGITUDINAL TIE DOWNS USE (1) LONGITUDINAL 11E DOWN AT EACH END OF EACH SECTION PLAN VIEW A SECTION �® B SECTION 6'-9' a 4'-6 6'-9• I \`� I I ® C SECTION a- I 1 I sL '-o s -o• A I B c 1 A -------------J I I A MAX 'A' 'B' 'C' 13'-6• SINGLE WIDE DOUBLE OR TRIPLE WIDE LONGITUDINAL TIE DOWN REQUIREMENTS ' QROFESSIOp,�� MAIN 1 -BEAM �� BRACKET IS 11go. STEEL MIN. ��OSEPye,�jy�� 11 3 N0. 1 1/2' C042077 a. Exp. 3-31-2004 FULL WIDTH WELDS 1/6. OR ` CIVII AjEOFCAUFt j12 THICKNESS OF BRACKET (MIN). LONGITUDINAL TIEDOWN ' STRAP BRACKET DETAIL 1. NOTES LONGITUDINAL REFER TO NOTES ON PAGE S-20 FOR STRAPPING AND TIEDOWN ANCHORING SPECS. REQUIREMENTS DRAW er. TM wwD zaEs .904� DAI 11/29/99 1 only RV* HOMES S-21 PULL BACK FACTORY INSTALLED FELT TO EXPOSE ACCESS FOR RIDGE BEAM BOLTING. WHEN FINISHED INSTALL 30 GA. GALV. METAL OR PLYWOOD ACCESS STRIP OVER HOLES. ROLL FELT BACK TO RIDGE JOINT AND ATTACH WITH STAPLES OR NAILS. FACTORY INSTALLED SHINGLES (2) LAYERS FELT, FIELD INSTALLED AND EXTENDING 6' OVER RIDGE - --I INSTALL SHINGLES UP TOr--INSTALL RIDGE RIDGE WITH (4) STAPLES SHINGLES OVER � (2) LAYERS FELT, FIELD OR NAILS PER SHINGLE RIDGE- BEAM WITH INSTALLED OVER AND (1) STAPLE OR � EXTENDING 6' MINIMUM NAIL ON EA. SIDE EACH SIDE OF RIDGE BEAM AS SHOWN • S' fX FACTORY INSTALLED FORFASTENING SHINGLES USE VALLEY ROLL ROOFING 1'x12 GA. GALV. ROOFING NAILS OR 1'x1'x16 GA. STAPLES FIELD INSTALL RIDGE SHINGLES • Y AVER IdA'nNr AnINT. SAMF AS UC1411" s JI or cw9to a ROOF CLOSE—UP APPLICATIONS TAG WITH STANDARD GABLE By D. HOLT '4k12-27-94 S--30 • � OVER JOINT � � • FACTORY INSTALLED VALLEY ROLL ROOFING .� A ALL EXPOSED EDGES MBEDDED TO E FIRMLY N PLASTIC ASPHALT CEMENT PULL BACK FACTORY ' INSTALLED FELT 36' WIDE, 90# ROLL ROOFING UNDERLAYMENT TO EXPOS FIELD INSTALLED OVER VALLEY, (4) STAPLES OR ACCESS FOR RIDGE BEAM LAPPED UNDER FACTORY NAILS PER SHINGLE BOLTING. WHEN FINISHED INSTALLED ROLL ROOFING 12' AS SHOWN INSTALL 30 GA. GALV. METAL OR AND FULLY CEMENTED AT LAP. PLYWOOD ACCESS STRIP OVER INTERWEAVE FIELD INSTALLED SHINGLES HOLES. ROLL FELT BACK TO (2) LAYERS OF FELT, LAPPING TO MATCH FACTORY INSTALLED SHINGLES, 20 JOINT AND ATTACH WITH FACTORY INSTALLED FELT 6" STARTING AT BOTTOM AND WORKING TO STAPLES OR NAILS. ` AND FULLY CEMENTED AT LAP. RIDGE AS SHOWN 24 ROOF CLOSE — UP DETAILS TAG WITH STANDARD GABLE JAI UC1411" s JI or cw9to a ROOF CLOSE—UP APPLICATIONS TAG WITH STANDARD GABLE By D. HOLT '4k12-27-94 S--30 NO. C042077 k CIVIL OFCAUi�� a ROOF CLOSE—UP APPLICATIONS ALTERNATE VALLEY D. HOLT ""12-28-94 S-,31 INSTALL SHINGLES UP TO INSTALL RIDGE PULL BACK FACTORY INSTALLED FELT RIDGE WITH (4) STAPLES SHINGLES OVER TO EXPOSE ACCESS FOR RIDGE BEAM (2) LAYERS FELT, FIELD OR NAILS PER SHINGLE RIDGE BEAM NTH BOLTING. WHEN FINISHED INSTALL 30 GA. INSTALLED OVER AND (1) STAPLE OR GALV. METAL OR PLYWOOD ACCESS EXTENDING 6' MINIMUM FIELD INSTALLED OVER VALLEY, NAIL ON EA. SIDE STRIP OVER HOLES. ROLL FELT BACK EACH SIDE OF RIDGE BEAM ACCESS FOR RIDGE BEAM BOLTING. WHEN FINISHED AS SHOWN TO RIDGE JOINT AND ATTACH WITH WITH (4) STAPLES OR NAILS INSTALL 30 GA. GALV. METAL OR AND FULLY CEMENTED AT LAP, STAPLES OR NAILS. INSURING THAT NO NAIL IS WITH IN 6' OF CENTER OF VALLEY PLYWOOD ACCESS STRIP OVER 3cyp FACTORY INSTALLED NOTEe FOR FASTENING SHINGLES USE HOLES. ROLL FELT BACK TO SHINGLES ���� 11'02 GA. GALV. ROOFING i� JOINT AND ATTACH WITH NAILS OR 1'xt'xi6 GA. STAPLES STARTING AT BOTTOM AND WORKING TO STAPLES OR NAILS. AND FULLY CEMENTED AT LAP. RIDGE AS SHOWN (2) LAYERS FELT, FIELD v INSTALLED AND ROOF CLOSE — UP DETAILS ALTERNATE VALLEY EXTENDING 6' FIELD INSTALL RIDGE SHINGLES OVER RIDGE OVER MATING JOINT, SAME AS OVER RIDGE BEAM • FIELD INSTALLED FELT OVER JOINT ROLL ROOFING --- FACTORY INSTALLED VALLEY ROLL ROOFING (BOTTOM 12' TO BE LOOSE AND NOT NAILED DOWN) NO. C042077 k CIVIL OFCAUi�� a ROOF CLOSE—UP APPLICATIONS ALTERNATE VALLEY D. HOLT ""12-28-94 S-,31 � / L PULL BACK FACTORY INSTALLED FELT 36' WIDE, 50# MIN. ROLL ROOFING SITE APPLIED SHINGLES UNDERLAYMENT TO EXPOS FIELD INSTALLED OVER VALLEY, (4) STAPLES OR WOVEN OVER THE VALLEY SHOWN. ATTACH EACH SHINGLE ACCESS FOR RIDGE BEAM BOLTING. WHEN FINISHED LAPPED UNDER FACTORY INSTALLED ROLL ROOFING 12' NAILS PER SHINGLE AS SHOWN WITH (4) STAPLES OR NAILS INSTALL 30 GA. GALV. METAL OR AND FULLY CEMENTED AT LAP, INSURING THAT NO NAIL IS WITH IN 6' OF CENTER OF VALLEY PLYWOOD ACCESS STRIP OVER INTERWEAVE FIELD INSTALLED SHINGLES HOLES. ROLL FELT BACK TO (2) LAYERS OF FELT, LAPPING TO MATCH FACTORY INSTALLED SHINGLES, i� JOINT AND ATTACH WITH FACTORY INSTALLED FELT 6' STARTING AT BOTTOM AND WORKING TO STAPLES OR NAILS. AND FULLY CEMENTED AT LAP. RIDGE AS SHOWN /`/ . v 24 ROOF CLOSE — UP DETAILS ALTERNATE VALLEY JAI NO. C042077 k CIVIL OFCAUi�� a ROOF CLOSE—UP APPLICATIONS ALTERNATE VALLEY D. HOLT ""12-28-94 S-,31 (FACTORY INSTALLED SHINGLES FIELD INSTALL — r (2) LAYERS OF TYPE 15 FELT UNDERLAYMENT FULLY CEMENTED BETWEEN LAYERS WITH PLASTIC ASPHALT CEMENT METAL DRIP EDGE DIRECTLY ON DECK I R 0 0 F C L O S E — SHINGLES AND UNDERLAYMENT 3/8' SHEATHING (GRAIN PERPINDICULAR TO TRUSSES) W/ 6d NAILS O 6. 0/C PERIMETER, EDGES, AND FIELD. PULL BACK FACTORY UFT FIRST COURSE HOLD ROOF SHEATHING AND SHINGLES REMAINDER OF THE INSTALLED FELT TO OF THE FACTORY VENT FLASHING – GALV. SHINGLE COURSES EXPOSE ACCESS FOR INSTALLED SHINGLES METAL OR MINIMUM 50/ SHALL BE LAID EAVE CONNECTIONS TO FACILITATE THE ROOFING MATERIAL OR OVER UPPER PORTION AND FELT OVER EAVE INSTALLATION OF VENT FLASHING AND TYPICAL APPROVED OF THE VENT PROJECTION INTER–WEAVING ROOF JACK. FLASHING FLANGE 5/16' MINIMUM WITH EAVE SHINGLES UNROOFED PORTION W/ POLYETHYLENE COVER FOR TRANSIT AND STORAGE. AS SHOWN PLYWOOD No. 8x2 SCREWS AT 8-0/C No. 8x2 SCREWS AT 8"O C No. 8x2 SCREWS AT 6-0/C SHEATHING TRUSSES O 16" 0/C (ALT: 24" 0/C FOR 20 PSF ROOF ONLY) NOTES: 1 x 4 RAIL CONNECTION 3 7 16 x 5"x15GA 1.15'x15GA STAPLES o ASPHALT CEMENT —� MOULDED AROUND PIPE AT FLASHING CONTACT SURFACE. (ALT: RUBBER GASKET) FIELD INSTALL EAVE SHINGLES STARTING AT BOTTOM AND WORKING 1 TOWARD FACTORY INSTALLED SHINGLES WITH (4) FASTENERS PER SHINGLE PER MFR'S. INSTALLATION INSTRUCTIONS —FFEASTEN SHINGLES W/ 11"x 12 GA. GALV ROOFING NAILS OR 1'x 1'x 16 GA. STAPLES. – SHINGLES SHALL BE CLASS "C" WIND RESISTANT OR BETTER 2� SHINGLES THAT OVERLAY THE FLANGE TO BE FIRMLY EMBEDDED IN PLASTIC ASPHALT CEMENT. 2. 12 A P P L I C A T 1 0 N S / V E N T P I P E A T A D D — 0 N E A V E JA DRIP EDGE PER SHINGLE MFR'RS. •--/ –�j INSTALLATION INSTRUCTIONS Ir I r' 1 x 3 LEDGER TO RAFTER RAIL FASTENED PER TABLE AT RIGHT I I I I 1 x 4 RAIL FASTENED TO BLOCKS PER TABLE AT RIGHT I 1" x 24 GA. STRAP O EA. BLOCK W/ (7) 7/16' x 1' x 16 GA STAPLES I EACH END OF STRAP I 2 x 8 FASCIA TO BLOCK W/ I (3) 16d NAILS I2 x 6 EAVE BLOCKS SPACED PER TABLE AT RIGHT 1/2' HARDBOARD SOFFIT W/ 6d NAILS O 6' 0/C PERIMETER, EDGE, & FIELD. SEAL, CAULK, ETC. JOINT BETWEEN SOFFIT AND SIDEWALL A D D — 0 N E A V MAX. EAVE DROJECTION PER TABLE AT RIGHT 77A I L SIDEWALL 2 x 4 BLOCKS BETWEEN EAVE BLOCKS O 48' 0/C (EVERY THIRD BAY) FOR 16" EAVE, AND 24' 0/C (EVERY BAY) FOR 24' EAVES. FASTEN 2X6 EAVE BLOCKS TO EACH END OF 2X4 BLOCKS W(2) 16d END OR TOE–NAILED. FASTEN ( N–SITE) 2X4 BLOCKS TO 1 x 3 LEDGER WITH (3) y8 X 2\" WOOD SCREWS. °RAW ROOF CLOSE—UP 10 PSF APPLICATIONS 30 PSF 40 PSF ADD—ON EAVE 60 PSF 80 PSF 8 � Br D. HOLT. MA 2-8-95 S_ 35 B mmw –wrt – ADD–ON EAVE INSTALLATION TABLE HOLD ROOF SHEATHING AND SHINGLES ROOF LOAD BACK FROM OUTSIDE FACE OF SIDEWALL 10";. EXTEND UNDERLAYMENT OUT 24' TO 36' FROM THIS POINT (TO END OF FASCIA) - 20 PSF 30 PSF 40 PSF 60 PSF 80 PSF MAXIMUM EAVE 24" 24' 16" 16" 16' AND FOLD BACK FOR TRANSIT. PROTECT PROJECTION MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAXIMUM UNROOFED PORTION W/ POLYETHYLENE COVER FOR TRANSIT AND STORAGE. 1 x 3 LEDGER CONNECTION Na 8x2 SCREWS AT 8-0/C No. 8x2 SCREWS AT 8-0/C No. 8x2 SCREWS AT 8"O C No. 8x2 SCREWS AT 6-0/C No. 8x2 SCREWS AT 6'O/C TRUSSES O 16" 0/C (ALT: 24" 0/C FOR 20 PSF ROOF ONLY) NOTES: 1 x 4 RAIL CONNECTION 3 7 16 x 5"x15GA 1.15'x15GA STAPLES 3 7 16 x STAPLES (( 3 7/16'x 1. j 5"x15GA STAPLES 3 No. Bx 2 WOOD SCREWS 3 No. 8x 2 WOOD SCREWS 2 x 6 EAVE 24" 0C 16. O/C 16' O/C 16. 0/C 18. 0/C SHINGLES W/ 1l"x 12 GA. GALV ROOFING NAILS OR 1"x 1"x BLOCK SPACING MAXIMGM MAXIMUM MAXIMUM MAXIMUM MAXIMUM 16 GA. STAPLES. - SHINGLES SHALL BE CLASS "C" WIND RESSTANT OR BETTER 1 x 8 MINIMUM RA IFTER RAIL ESSloq gR Qo�?�� EPS lq� I- SIDEWALL 2 x 4 BLOCKS BETWEEN EAVE BLOCKS O 48' 0/C (EVERY THIRD BAY) FOR 16" EAVE, AND 24' 0/C (EVERY BAY) FOR 24' EAVES. FASTEN 2X6 EAVE BLOCKS TO EACH END OF 2X4 BLOCKS W(2) 16d END OR TOE–NAILED. FASTEN ( N–SITE) 2X4 BLOCKS TO 1 x 3 LEDGER WITH (3) y8 X 2\" WOOD SCREWS. °RAW ROOF CLOSE—UP 10 PSF APPLICATIONS 30 PSF 40 PSF ADD—ON EAVE 60 PSF 80 PSF 8 � Br D. HOLT. MA 2-8-95 S_ 35 B mmw –wrt – AFTER RIDGE BEAM BOLTING PROCEDURE IS COMPLETED, FIELD INSTALL (2) LAYERS OF FELT OVER & EXTENDING 6' MINIMUM EACH SIDE OF RIDGE BEAM (2) LAYERS TYPE 15 FELT - --� FACTORY INSTALLED FACTORY INSTALLED SHINGLES FACTORY INSTALLED VENT PIPE FIELD INSTALL RIDGE SHINGLES PER DETAIL ZLIANDZLi v VENT FLASHING - GALV. METAL OR MINIMUM 50f ROOFING MATERIAL HOLE TO BE CUT THROUGH FELT LAYERS FOR VENT PIPE AS REQUIRED ASPHALT CEMENT MOULDED AROUND PIPE AT FLASHING CONTACT SURFACE. (ALT. RUBBER GASKET) SHINGLES THAT OVERLAY - THE FLANGE TO BE BEDDED IN PLASTIC ASPHALT CEMENT. 2. HOLE MAY BE CUT IN RIDGE SHINGLE FOR VENT PIPE 121 ROOF CLOSE - UP APPLICATIONS VENT PIPE AT RIDGE DETAIL A NOTESL 1. THE ABOVE APPLICATION METHOD MAY BE FACTORY Q VVDFESSlOy� INSTALLED AT NON -MATING RIDGES. S��SOSEP/q 2. SHINGLES SHALL NOT BE INSTALLED ON A ROOF HAVING A SLOPE LESS THAN 2" IN 12" UNLESS THE MANUFACTURER NO. WARRANTS THE SHINGLE FOR A LESSER SLOPE. 0042077 3. SHINGLES ARE TO BE CLASS 'C' WIND RESISTANT OR BETTER. Eq, 3-31-2004 4. FOR FASTENING SHINGLES, USE 1 1/4'x 12 GA. GALV. CIVIL ROOFING NAILS OR 1'x 1'x 16 GA. STAPLES., __,,pY ROOF CLOSE-UP APPLICATIONS VENT PIPE AT RIDGE - D. HOLT - DAN N12-28-94 S-- 4� FACTORY INSTALLED EXTERIOR FIREPLACE CHASE. (13'-6" MAX. TRANSPORTATION. HEIGHT) - FOR SITE -BUILT CHASE FOLLOW FIREPLACE MANUFACTURERS INSTALLATION INSTRUCTIONS. R SITE INSTALLED CHIMNEY EXTENSION AND TERMINATION. FOR MINIMUM HEIGHT REQUIREMENTS REFER TO FIREPLACE MANUFACTURERS INSTALLATION INSTRUCTIONS AND THE TEN FOOT RULE SEE NOTES AT RIGHT OF SHEET. 2p ' FACTORY INSTALLED CHIMNEY THROUGH ROOF WITH ROOF FLASHING. (13"-6" MAXIMUM TRANSPORTATION HEIGHT.) 32 NOTES* 1. TEN FOOT RULE SUMMARY THE MINIMUM CHIMNEY HEIGHT ABOVE THE ROOF IS SPECIFIED BY ALL MAJOR U.S. BUILDING CODES. IF THE HORIZONTAL DISTANCE FROM THE CHIMNEY EDGE .TO THE PEAK OF THE ROOF IS LESS THAN 10 FFET. THE TOP OF THE CHIMNEY MUST BE AT LEAST 2 FEET ABOVE THE PEAK OF THE ROOF PER FIG. A -A BELOW. IF THE HORIZONTAL DISTANCE FROM THE CHIMNEY EDGE TO THE PEAK IS GREATER THAN 10 FEET. A CHIMNEY HEIGHT REFERENCE POINT IS ESTABLISHED ON THE ROOF SURFACE 10 FEET HORIZONTALLY FROM THE CHIMNEY EDGE. THE TOP OF THE CHIMNEY MUST BE AT LEAST 2 FEET ABOVE THIS REFERENCE POINT PER FIG. B -B BELOW. IN ALL CASES THE CHIMNEY CANNOT BE LESS THAN 3 FEET ABOVE THE EDGE OF THE ROOF AT THE EGDE OF THE CHIMNEY. 10'-0" CHIMNEY LESS --PEAK OF ROOF ROOF FIGURE A—A CHIMNEY --, ; 10'-0" ROOF FIGURE B—B OF ROOF 2. THE 2' IN 10' RULE IS NECESSARY IN THE INTEREST OF SAFETY AND DOES NOT INSURE SMOKE-FREE OPERATION. TREES. BUILDINGS, ADJOINING ROOF LINES. ADVERSE NAND CONDITIONS. ETC.... MAY REQUIRE A TALLER CHIMNEY TO DRAW PROPERLY. NO. 0042077 E* 3-31-= °R"1D "SET-UP INSTRUCTIONS" FIREPLACE CHIMNEY INSTALLATION 32 5 mm er D. HOLT WE E12-29-94 S-41 SITE INSTALLED CHASE EXTENSION, CHIMNEY EXTENSION AND TERMINATION. FOR MINIMUM O HEIGHT REQUIREMENTS REFER TO FIREPLACE MANUFACTURERS INSTALLATION INSTRUCTIONS AND THE TEN FOOT RULE. SEE NOTES AT RIGHT OF SHEET. FACTORY INSTALLED EXTERIOR FIREPLACE CHASE. (13'-6" MAX. TRANSPORTATION. HEIGHT) - FOR SITE -BUILT CHASE FOLLOW FIREPLACE MANUFACTURERS INSTALLATION INSTRUCTIONS. R SITE INSTALLED CHIMNEY EXTENSION AND TERMINATION. FOR MINIMUM HEIGHT REQUIREMENTS REFER TO FIREPLACE MANUFACTURERS INSTALLATION INSTRUCTIONS AND THE TEN FOOT RULE SEE NOTES AT RIGHT OF SHEET. 2p ' FACTORY INSTALLED CHIMNEY THROUGH ROOF WITH ROOF FLASHING. (13"-6" MAXIMUM TRANSPORTATION HEIGHT.) 32 NOTES* 1. TEN FOOT RULE SUMMARY THE MINIMUM CHIMNEY HEIGHT ABOVE THE ROOF IS SPECIFIED BY ALL MAJOR U.S. BUILDING CODES. IF THE HORIZONTAL DISTANCE FROM THE CHIMNEY EDGE .TO THE PEAK OF THE ROOF IS LESS THAN 10 FFET. THE TOP OF THE CHIMNEY MUST BE AT LEAST 2 FEET ABOVE THE PEAK OF THE ROOF PER FIG. A -A BELOW. IF THE HORIZONTAL DISTANCE FROM THE CHIMNEY EDGE TO THE PEAK IS GREATER THAN 10 FEET. A CHIMNEY HEIGHT REFERENCE POINT IS ESTABLISHED ON THE ROOF SURFACE 10 FEET HORIZONTALLY FROM THE CHIMNEY EDGE. THE TOP OF THE CHIMNEY MUST BE AT LEAST 2 FEET ABOVE THIS REFERENCE POINT PER FIG. B -B BELOW. IN ALL CASES THE CHIMNEY CANNOT BE LESS THAN 3 FEET ABOVE THE EDGE OF THE ROOF AT THE EGDE OF THE CHIMNEY. 10'-0" CHIMNEY LESS --PEAK OF ROOF ROOF FIGURE A—A CHIMNEY --, ; 10'-0" ROOF FIGURE B—B OF ROOF 2. THE 2' IN 10' RULE IS NECESSARY IN THE INTEREST OF SAFETY AND DOES NOT INSURE SMOKE-FREE OPERATION. TREES. BUILDINGS, ADJOINING ROOF LINES. ADVERSE NAND CONDITIONS. ETC.... MAY REQUIRE A TALLER CHIMNEY TO DRAW PROPERLY. NO. 0042077 E* 3-31-= °R"1D "SET-UP INSTRUCTIONS" FIREPLACE CHIMNEY INSTALLATION 32 5 mm er D. HOLT WE E12-29-94 S-41 OPTIONAL-GARAGE HOME EXTERIOR WALL OF MANUFACTURED 5/8' TYPE 'X" GYPSUM BOARD MAY BE APPLIED TO EXTERIOR OFIF HOME MANUFACTURED HOME AT GARAGE AREA ONLY W/ 6d COOLER OR 'W SITE CONSTRUCTEDEXTERIOR SIDING WALLBOARD NAILS OR 11' BUGLE HEAD TYPE SCREWS AT FIRE OF MANUFACTURED HOME CONNECT WASHER/ DRYER 7' 0/C EDGES AND FIELD. (5/8' GYP. BD. APPLIED TO EXTERIOR ONE-HOUR WALL II I UTILITIES AS REQUIRED OF HOME SHALL BE COVERED W/ MINIMUM 3 MIL POLYETHYLENE REMOVE ACCESS II PER � SHEATHING TO PREVENT DAMAGE FROM THE ELEMENTS DURING TRANSIT AND SET-UP). COVER TO SANITARY II REMOVE ACCESS COVER TEE AND FIELD II OVER WATER LINES, INSTALL WASHER ELBOW OFF OF FACTORY Ir-- --------------------- 1 TRAP ARM, II INSTALLED FIELD LINES AND INSTALL HOT AND II 'P"-TRAP AND rr It COLD HOSE BIBBS FOR 11 STANDPIPE T II I I DOOR BETWEEN HOUSE AND 11 I I t l 1 WASHER 11 GARAGE SHALL BE MINIMUM t l t t 11 t 1 3/8' THICK SOLID WOOD OR I I I I I I I FACTORY INSTALLED 11 LISTED 20 MINUTE FIRE DOOR I OPTIONAL SITE-BUILT I 1 II t WATER LINES I 1 I WITH SELF CLOSER. I 11 II ENTRY THIS AREA II I I II FACTORY INSTALLED PER I I PER DETT AIL Q WASTE LINE, SANITARY vj 11 ALL WALLS ADJACENT 11,E,''TT-7—TEE AND VENT THROUGH TO HOME SHALL BE OF II T�77 II ROOF II ONE HOUR FIRE RESISTIVE 11 ` ' tI t CONSTRUCTION PER LOCAL II FACTORY INSTALLED ENFORCEMENT AGENCY I II3 I1�f- ELECTRICAL JUNCTION I I 11 o FIELD INSTALL WIRING BOX ('J'-BOX) i ISITE-BUILT WALLS 1 I FROM FACTORY ---� 1 II N INSTALLED 'J'-BOX V I 1 I t l TO WASHER AND/OR It I 11 11 DRYER RECEPTACLE 11 11 SITE - BUILT GARAGE li EXTEND FACTORY------ II 11 INSTALLED GAS 11 I II II PIPE AND FIELD 11 1 I t INSTALL SHUT-OFF II 1 11 t l II tl VALVE AS t t I FACTORY REQUIRED FORL_ *---INSTALLED ��------------------------ ----�� GAS DRYER r- II, I GAS UNE NOTE: GARAGE SHALL BE SITE ++ CONSTRUCTED PER REQUIREMENTS OF THE LOCAL ENFORCEMENT AGENCY. VERIFY ALL MINIMUM ALL FIELD INSTALLED ELECTRICAL, GAS, WASTE AND WATER SIZES AND CLEARANCES WITH LINES SHALL CONFORM TO THE REQUIREMENTS OT THE LOCAL 24'-0' MAXIMUM LOCAL ENFORCEMENT AGENCY. ENFORCEMENT AGENCY. 48 8 PLAN VIEW T SITE — BUILT GARAGE JA UTILITY CONNECTIONS IB OPENING TO l OTOS* EXTERIOR WALL OF MANUFACTURED MANUFACTURED W HOME g 1. GARAGE MUST BE DESIGNED AND CONSTRUCTED AS TO BE��� HOME x INDEPENDENTLY SUPPORTED FROM MANUFACTURED HOME (FREE STANDING). QapEESS/0 �OSEPy��� ENTRY IFIELD 2. THE DESIGN AND CONSTRUCTION OF THE GARAGE AND/OR I I INSTALLED z ENTRY IS SUBJECT TO THE APPROVAL OF THE LOCAL NO. 11 ENTRY w ENFORCEMENT AGENCY. C042077 ALL WALLS ADJACENT TO HOME SHALL BE OF DOOR ll 3. SET-UP INSTRUCTIONS REQUIRE THAT THE GARAGE/ENTRY BE ONE HOUR FIRE RESISTIVE INSTALLED AS PART OF THE ORIGINAL INSTALLATIONN. Ems. J=3L-1QQ4 CONSTRUCTION PER LOCAL ENFORCEMENT AGENCY II < 4. PASSAGE DOOR BETWEEN THE HOUSE AND GARAGE SHALL CIVIL I I NOT COUNT AS ONE OF THE TWO REQUIRED EGRESS DOORS. OF CAL1f0 II 5. OPENINGS FROM THE GARAGE (INCLUDING PASSAGE DOORS), DOOR BETWEEN HOUSE AND ETEHN, GARAGE SHALL BE SITE ARE NOT PERMITTED DIRECTLY INTO A BEDROOM. GARAGE SHALL BE MINIMUM CONSTRUCTED PER APPROVAL papa "SET—UP INSTRUCTIONS" 1 3/8' THICK SOLID WOOD OR OF THE LOCAL ENFORCEMENT LISTED 20 MINUTE FIRE DOOR AGENCY. VERIFY ALL MINIMUM SITE BUILT WITH SELF CLOSER. SIZES AND CLEARANCES WITH GARAGE / ENTRY - LOCAL ENFORCEMENT AGENCY. 0R11N°' D. HOLT . "01-03-95—j6 PLAN VIEW SITE —BUILT ENTRY AT GARAG SITE -BUILT "CAUFORNIA' GARAGE GABLE TRUSS OR CONVENTIONAL 2 x 6 DF /2 CONT. 2 x 3 MIN RIDGE ROOFING MATERIAL, OVER (21 LAYERS SUPPORT PURLINS TYPE 15 FELT (OR EQ.). OVER 5/16' OR FILL FRAMING OVER FRAMING RIDGE BOARD 48" 0/C (BEYOND) 3/8" COX PLYWOOD 24/0 INDEX WITH MANUFACTURED HOME5/8" FACE GRAIN PERPENDICULAR TO TYPE "X" GYP. SIMPSON 'LU26" fT FRAMING W/ 6d NAILS AT 6' 0/C EOGES, BD. FLOOR TO JOIST HANGER 12" 0/C FIELD., ROOF SHEATHING VALLEY SHINGLE APPLICATIONS-� INSTALL PER - OR I I ROOF UNE OF O Ff_ _______ I ________ ____�; I I MANUFACTURED HOME I II II i 2x3 FLATS AT 24" 0/C N �I I� w o p I� I� hri �*__j 2x4 RAFTERS x 11 h- ------- o 11 -------------- I� f1 I GARAGE TRUSSES AT 24' 0/C OR CONVENTIONAL 2x3 SUPPORT POSTS AT 40" O/C MAX. ALONG in II I 'CALIFORNIA' FRAMING ANY PASSAGE DOOR EACH 2x4 RAFTER FILL II FROM HOUSE TO GARAGE SHALL BE 11' . • I I FRAMING PER ^ I I SOUD WOOD OR LISTED 20 MINUTE 1 FIRE DOOR W/ SELF CLOSER 16 °fI I - ___ __ _- _J� SECTION CALIFORNIA FILL . B 2x6OF#2 CONT. ROOFING MATERIAL, OVER (2) LAYERS RIDGE BOARD w I I I y 0 1 I I ALL WALLS ADJACENT TO TYPE 15 FELT (OR EQ.), OVER 5/16" OR MANUFACTURED HOME 3/8' COX PLYWOOD 24/0 INDEX WITH (3) 12d NAILS TOE -NAILED I SHALL BE OF ONE-HOUR FACE GRAIN PERPENDICULAR TO AT EACH RAFTER TO RIDGE J j IBUILT I CONSTRUCTION PER LOCAL FRAMING W/ 6d NAILS AT 6" 0/C EDGES, SITE Z m 1 GAS ENFORCEMENT AGENCY. FOR ADDITIONAL2x3 12" O/C FIELD., (4) 10d NAILS OR (6) 7/16'x 2\"x 1 77 FLATS 16 GA. STAPLES FROM 2SUPPORT x3 k+ I I INFORMATION SEE AT 24'4' 0/CPOST TO 2x4 RAFTER I I I 2x4 RAFTERS ----- ---- 2x4 RAFTERS AT 24" 0/C AT 24' 0/C T�--- --_ -=- LENGTH VARIES GARAGEGASHALL BE SITE 2X3 MIN SUPPORT POSTS (2) 10d NAILS OR (5) 10d SITE -BUILT GARAGE CONSTRUCTED PER THE AT 40" 0/C MAX. ALONG 3 7/16'x 2\"x 16 NAILS REQUIREMENTS OF THE EACH 20 RAFTER GA. STAPLES (TYPICAL LOCAL ENFORCEMENT2 x •3 MIN RIDGE (TOE -NAILED) EA. END) AGENCY. SEE NOTE 1. SUPPORT PURLINS(3) 12d NAILS OR AT 48" 0/C () 2\*x 16 128 GA. STAPLES TOE -NAILED) 12 PLAN VIEW SITE —BUILT GARAGE A . ELEVATION CALIFORNIA FILL FRAMING C 5716- OR 3/8- COX PLYWOOD ROOF SHEATHING 24/0 UNDERLAYMENT NOTES: 6d NAILS AT 6" 0/C ROOFING MARTERIAL t. GARAGE MUST BE DESIGNED AND CONSTRUCTED ASBE QaOFFSSIp EDGES, 12" 0/ � INDEPENDENTLY SUPPORTED FROM MANUFACTURED HOME (FREE STANDING). EQ�� p$EP J /q FIELD — — — \�,t �� `�? j0 (4) 10d 2• TME DESIGN AND CONSTRUCTION OF THE GARAGE 2X4 RAFTERS NAILS OR IS SUBJECT TO THE APPROVAL OF THE LOCAL NO. AT 24' 0/C (6) 7/16'x ENFORCEMENT AGENCY. 0042077 2X6 OF / \"x 16 GA. TAPLES 3. SET-UP INSTRUCTIONS REQUIRE THAT THE GARAGE BE RIDGE BOARD INSTALLED AS PART OF THE ORIGINAL INSTALLATION. Exp. �-3L-14Q4 �2 •10d NAILS OR 4. PASSAGE DOOR BETWEEN THE HOUSE AND GARAGE SHALL CIVIL 3; 7/16'x 2\"x 16 GA.NOT COUNT AS ONE OF THE TWO REQUIRED EGRESS DOORS. OFCAUEll STAPLES (TOE -NAILED) ROOF LINE OF MANUFACTURED HOME THE GARAGE DOORS), 5' ARENNOT PERMITTED DIRECTLY(INTOUAING BEDROOM. 20 FLAT 2x3 SUPPORT POSTSOff "SET—UP INSTRUCTIONS" LOADS AT 40' C MAX. ALONG 0 SITE—BUILT 20 PSF EACH 2x4 RAFTER GARAGE 30 PSF 8 HUNl�S DRAW BY D. HOLT DATE 1-5-95 my=er whit 25 99 S-55 ATTACHMENT DETAIL D LENGTH VARIES GENERAL NQ= 12" 8'-0' B'-0' 8'-0' 12' A. THE HOMES' INSTALLATION MANUAL MUST CCNTAIN A LETTER MA AX. SIGNED BY GOLDEN WEST HOMES' QUALITY CONTROL MANAGER . a VERIFYING THAT THE HOME (IDENTIFIED BY SERIAL NUMBER) 18" SQUARE x 12' DEEPHAS w BEEN CONSTRUCTED TO ALLOW AN AWNING OR CARPORT ATTACHMENT. MINIMUM CONCRETE FOOTING (TYPICAL______ ___ B. ROOF LIVE LOAD - 30 PSF MAXIMUM AT EACH POST) x8 D_HDR 4z8 DF �2_HDR , C. ALL ACCESSORY COVER CONSTRUCTION SHALL COMPLY WITH ROOF UNE OF (TYPICAL) (TYPICAL) I LOCAL REQUIREMENTS AND THE 1991 EDITION OF THE UNIFORM BUILDING CODE. CONSTRUCTION AND MATERIALS FOR SUPPORT ACCESSORY COVER I �� I PIERS/PADS SHALL COMPLY WITH STATE CODES FOR j ch cr GPS' MANUFACTURED HOMES. ROOF UNE OF THE �Q + �` => D. ALL FASTENERS FOR ACCESSORY COVER SHALL BE GALVAN- MANUFACTUREO HOME I I a �o 1 I IZED AND/OR AS REQUIRED BY THE LOCAL BUILDING OFFICIAL. SIDEWALL OF THE CROSS - SECTION KEY NOTES MANUTACTURED I HOME I o < 2x6 CONTINUOUS LEDGER ATTACHED TO MANUFACTURED I I 1 HOME 2x8 FASCIA WITH No. 8 x 3" GALVANIZED WOOD I ro I N SCREWS AT 4. O/C STAGGERED. I N I Q SIMPSON "U26" JOIST HANGER (OR EQUAL) AT EACH RAFTER. r — — — — — — -- — 1 — — — — — — — — — — — — — — c Q3 APPLY 2x6 BLOCKING BETWEEN RAFTERS AT EACH RAFTER BAY OVER 4x8 HEADER. ENDNNTH((AIL OR TOENAIL EACH END OF LS BLOCKING TO RAFTEBLOCKING TO HEADER WITH 16d) NAILS A16dIT 6AN /CTOENAIL PROVIDE PERIMETER } o I �'c U ®1/2* APA RATED CCX PLYWOOD (24/0) SHEATHING APPLIED I SUPPORTS AT 5'-0" 0/C ►- o a I w L) Q W/ FACE GRAIN PERPENDICULAR TO FRAMING WITH 8d GALVANIZED BOX NAILS AT 6" 0/C EDGES AND FIELD. PER DRAWING T��'p�%1'f I xQ STAGGER ENDS BETWEEN ADJACENT COURSES. EDGE-NAIL W PLYWOOD TO 2x6 LEDGER AND 2x6 BLOCKING ABOVE HDR. z _ Q5 APPLY COMPOSITION ROOFING SHINGLES AND UNDERLAYMENT 48 IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS. START AT ACCESSORY STRUCTURE FASCIA AND WORK TOWARD AND INTER-WEAVE W/ FACTORY INSTALLED SHINGLES USING PROPER HEADLAP. P L A N O F A C C E S .S 0 R Y C O V E R JA 16" 12'-0' MAXIMUM 16" L MAX. MAXIMUM' PERIMETER SUPPORT FOOTINGS: FOR 1500 PSF SOIL USE (1) 16'x 16'x 4' THICK PAD UNDER EA. SET OF BLOCKS. FOR 5 1000 PSF SOIL USE (2) 16'x 16"x 4' THICK PADS UNDER EACH a� L 12 SET OF BLOCKS. �-== MIN. 3 q Q7 2x6 OF No. 2 RAFTERS AT 16' O/C 1 it ® SIMPSON H4 FROM EACH RAFTER TO 4x8 HEADER 3 �i 2 (D SIMPSON "PC44" POST CAP (OR EQUAL) EA POST TO HEADER. MANUFACTURED 10 4x8 DF No. 2 HEADER/BEAM HOME FASCIA Z 11 4x4 P.T. DF POSTS AT 8'-0' O/C MAXIMUM SPACING SIDEWALL OF THE MANUFACTURED I \ HOME 8 10 ® SIMPSON -PB44' POST BASE (OR EQUAL) AT EACH POST CHASSIS PIER SUPPORTS P R DRAWING- FACTORY INSTALLED HARDBOARD SIDING CONC. BLOCK SUPPORT SEE CROSS SECTION KEY NOTES AT ABOVE RIGHT RI 9 11 1� ffS310 t��OSEPyi E �+ H u N NPIERS AT 5'-0' O/C 12 CD420n 6 1 - IF PER DETAIL jfLjCONCRETE FOOTING AT Eq. }3t_xRn ..& EACH POST CIVIL OF b DRAIM RW LOMS 21 PSF 130 PSF ' 16' 18" SQ. ACCESSORY COVER 16 WAN 6r. D. HOLT DAh5-25-95 S— 6 O ACCESSORY COVER CROSS - SECTION BREH4D6r. DAM - .7I I ROOF SECTION AT TRUSS PROFILE FOR TRIPL• EWIDE 1 C 1 ROOF ION AT DOUBLEWIDE TRUSS PROFILE 1 F_GEND" r SITE INSTALLED ITEM -SEE SHEET S-62 m "SITE INSTRUCTIONS FOR HINGE ROOF CLOSE OFF". E_ FACTORY INSTALLED ITEM. - SEE SHEET S-63 "FACTORY INSTALLED NOTES'. GENERAL NOTES: 1. FOR HOMES WITHOUT 'ALTERNATE CONSTRUCTION" APPROVAL, FUEL BURNING FURNACE AND WATER HEATER VENTS SHALL NOT BE POSITIONED IN HOME SUCH THAT THEY WOULD EXTEND THROUGH THE HINGED PORTION OF ROOF. 2. FACTORY SHALL PROVIDE PROTECTION FROM WEATHER DAMAGE ON UNROOFED PORTIONS OF HOME DURING TRANSIT AND STORAGE. 3. ALL MATERIALS REQUIRED FOR SITE CLOSE -OFF SUCH AS SHINGLES, SHEATHING, RIDGE BOARD, FASCIA, OUTLOOKERS, BOLTS, ATTIC VENTS, ETC... SHALL BE SUPPLIED BY GOLDEN WEST HOMES AND SHIPPED LOOSE WITH THE UNIT. Wm By HINGED ROOF H8� MPanufactudng, CLOSE—OFF By CRB °Ak 1-23-97 40 PSF $-61 32 3/8- MAX TYPICAL LISTED CAP TRUSS 12 � T T ■ 5 1 A TYPICAL MAIN ROOF TRUSS 91 REMOVE TEMPORARY SHEATHING INSTALLED OVER THE FOLDED DOWN .CAP TRUSS AND INSTALL 3/8- APA RATED 24/0 SHEATHING ,WHICH IS SHIPPED LOOSE, TO SIDE OF CAP TRUSS ON EACH END OF HOME ONCE THE TRUSS IS HINGED UP. ROOF SECTION AT TRUSS PROFILE FOR DOUBLEWIDE I h I WITH NYLON LCAP TRUSS TO MAIN STRAP ENABLINGETHE TRUSS TOU S SS FOLD DOWN INTO ROOF CAVITY FOR TRANSPORT. INSTALL a TO EACH TEMPORARY WITH (1) No. GRADE WOOD SCREW AO- SECURE CAP TRUSS TO MAIN TRUSS W/ (3) 7/16' X 2 1/2" X 15 GA STAPLES FASTEND FROM BOTTOM CHORD OF CAP TRUSS INTO TOP CHORD OF MAIN TRUSS AS SHOWN. O- REMOVE TEMPORARY EDGERAIL MENTIONED ABOVE AND RE -ATTACH TO KINGPOST OF CAP TRUSS WITH (2) 7/16- X 2-1/2" X 15 GA STAPLES. MISC NOTES FOR 5/12 HINGE SETUP 7/16/02 SITE INSTALLED ITEM - SEE SHEET S-62 U.O.N. "SITE INSTRUCTIONS FOR HINGE ROOF CLOSE OFF-. FACTORY INSTALLED ITEM - SEE SHEET S-63 U.O.N. "FACTORY INSTALLED NOTES". GENERAL NOTES, 1. FOR HOMES WITHOUT "ALTERNATE CONSTRUCTION" APPROVAL. FUEL BURNING FURNACE AND WATER HEATEI NOT BE POSITIONED IN HOME SUCH THAT THEY WOULD EXTEND THROUGH THE HINGED PORTION OF ROOF. 2. FACTORY SHALL PROVIDE PROTECTION FROM WEATHER DAMAGE ON UNROOFED PORTIONS OF HOME DURING TRANSIT AND STORAGE. 3. ALL MATERIALS REOUIRED FOR SITE CLOSE -OFF SUCH AS SHINGLES. SHEATHING. RIDGE BOARD. FASCIA. OUTLOOKERS. BOLTS, ATTIC VENTS, ETC... SHALL BE SUPPLIED BY THE FACTORY AND SHIPPED LOOSE WITH THE UNIT. RE S= w0. KE%m BY DALE HINGED ROOFI MPanufachuing, CLOSE—OFF er TM DAZE 7/3/02 40 PSFWw Lm I S-61.1 S I T E I N S T R U C T I O N S F O R C L O S E— OF F G E N E R A L N O T E S DOUBLEWIDE INSTRUCTIONS TRIPLEWIDE INSTRUCTIONS 1. ALL MATERIALS REQUIRED FOR SITE CLOSE—OFF OBOLT RIDGE BEAM HALVES TOGETHER AT O BOLT RIDGE BEAMS TOGETHER AT MATING LINES PER INSTALLATION MANUAL SHEET S-11, DETAIL "A". MATING LINES PER INSTALLATION MANUAL SHEET S-11, DETAIL "A". SUCH SHINGLES, SHEATHING, FASCIA OUTLOOKERS, BOLTS, ATTIC VENTS, PLASHING, SIDING, ETC... SHALL BE SUPPLIED BY GOLDEN 20 AT EACH END OF ROOF, INSTALL 2x6 No. 2AT H.F OUTLOOKERS AT 28" O/C WITH ONE OUTLOOKER DIRECTLY NEXT TO EACH SIDE OF THE PEAK. EXTEND ALL OUTLOOKERS BACK TO THIRD TRUSS FROM ENDWALL, EXTEND OUTLOOKERS OUT PAST ENDWALL TO MATCH FACTORY INSTALLED 20 EACH END OF ROOF, INSTALL 2x6 No. 2 H.F OUTLOOKERS AT 28" 0/C WITH ONE OUTLOOKER DIRECTLY NEXT TO EACH SIDE OF THE PEAK. EXTEND ALL OUTLOOKERS BACK TO THIRD. TRUSS FROM ENDWALL, EXTEND OUTLOOKERS OUT PAST ENDWALL TO MATCH FACTORY INSTALLED WEST HOMES AND SHIPPED LOOSE WITH THE UNIT. 2, FOR HOMES WITHOUT "ALTERNATE CONSTRUCTION" APPROVAL, FUEL BURNING FURNACE AND WATER HEATER VENTS SHALL NOT BE POSITIONED IN HOME SUCH THAT THEY WOULD EXTEND THROUGH THE HINGED PORTION OF ROOF. OUTLOOKER EXTENSIONS. FASTEN OUTLOOKERS TO HINGED TRUSS TOP CHORD WITH (2) No. 80" WOOD SCREWS AT EACH CONNECTION. OUTLOOKER EXTENSIONS. FASTEN OUTLOOKERS TO HINGED TRUSS TOP CHORD WITH (2) No. 80" WOOD SCREWS AT EACH CONNECTION. 3. FACTORY SHALL PROVIDE PROTECTION FROM WEATHER DAMAGE ON UNROOFED PORTIONS OF HOME DURING TRANSIT AND STORAGE. 4. ALL FASTENERS EXPOSED TO WEATHER SHALL OINSTALL CONTINUOUS 2x8 FASCIA BOARD TO ENDS OF OUTLOOKERS WITH (3) 16d NAILS AT EACH OUTLOOKER. SPLICE FASCIA PER SET—UP MANUAL DRAWING "S-16". 30 INSTALL CONTINUOUS 2x8 FASCIA BOARD TO ENDS OF OUTLOOKERS WITH (3) 16d NAILS AT EACH OUTLOOKER. SPLICE FASCIA PER SET—UP MANUAL DRAWING "S-16". BE CORROSION RESISTANT. 5. AT EACH END OF UNITS, FIELD INSTALL SIDING TO MATCH TYPE THAT IS FACTORY INSTALLED ® APPLY 3/8" APA RATED 24/0 ROOF ® APPLY 3/8" APA RATED 24/0 ROOF ON HOME. MA UFACTURERSENSTRUCTIONS WITH 6dNG PER SHEATHING OVER ENTIRE SURFACE OF SITE SHEATHING OVER UNSHEATHED SURFACES OF CORROSIVE RESISTANT NAILS AT 6" O.C. EDGES INSTALLED CAP. FASTEN SHEATHING WITH 8d NAILS AT 6" 0/C EDGES, PERIMETER HINGED ROOF. FASTEN SHEATHING WITH 8d NAILS AT 6" 0/C EDGES, PERIMETER AND FIELD. AND FIELD. AND FIELD. OINSTALL A MINIMUM OF FOUR ROOF VENTS® (50 SQUARE INCH NET OPENING EACH) AT APPLY 3/8" APA RATED 24/0 ROOF SHEATHING OVER THE GAP BETWEEN EACH HALF OF UNIT OVER CUT—OUTS IN SECTIONS OF THE HOME. FASTEN SHEATHING FACTORY INSTALLED SHEATHING TO WITH 8d NAILS AT 6" 0/C EDGES, PERIMETER PROVIDE ATTIC VENTILATION. AND FIELD. ©APPLY ROOF SHINGLES WITH UNDERLAYMENT IN ACCORDANCE WITH SHINGLE MANUFACTUR— O INSTALL A MINIMUM OF SIX ROOF VENTS (50 SQUARE INCH NET OPENING EACH) AT ERS INSTRUCTIONS. SHINGLES AND UNDERLAY— EACH SIDE OF RIDGE OVER CUT—OUTS IN MENT SHALL BE INSTALLED TO CONTINUE FACTORY INSTALLED SHEATHING TO UPWARD FROM FACTORY APPLIED SHINGLES PROVIDE ATTIC VENTILATION. OFASTEN EACH HINGED KING POST TO 2x4 LEDGER W/ (2) No. 8 x 3" WOOD SCREWS. © APPLY ROOF SHINGLES WITH UNDERLAYMENT IN ACCORDANCE WITH SHINGLE MANUFACTUR— ERS INSTRUCTIONS. SHINGLES AND UNDERLAY— fows ®INSTALL CAP TRUSSES TO EACH HINGED RAFTER CHORD WITH A 6 3/4" OVERLAP EACH SIDE. FASTEN EACH SIDE WITH (4) 8d NAILS. OO MENT SHALL BE INSTALLED TO CONTINUE UPWARD FROM FACTORY APPLIED SHINGLES FASTEN EACH HINGED KING POST TO 2x4 LEDGER W/ (2) No. 8 x 3" WOOD SCREWS. w RD= By as ZE Msw_11/17 ®INSTALL CONTINUOUS 1x4 MEMBERS (8' LENGTHS) TO THE TRUSSES ON EACH SIDE OF THE PEAK. FASTEN 1x4'S TO TRUSSES WITH (2) 8d NAILS PER TRUSS. FASTEN 1x4'S ACROSS THE PEAK WITH 8d NAILS °FAD SITE INSTRUCTIONS Manufacturing, SPACED 4" 0/C. FOR HINGE ROOF CLOSE —OFF °u� CRB oAh 1-22-97 40 PAF S-62 F A C T O R Y I N S T A L L E D N O T E S G E N E R A L N O T E S DOUBLEWIDE INSTRUCTIONS TRIPLEWIDE INSTRUCTIONS 1. ALL MATERIALS REQUIRED FOR SITE CLOSE—OFF SUCH- SHINGLES, SHEATHING, FASCIA, ❑APPLY A 3/8" MIN. ROOF SHEATHING TO HINGED TRUSS CHORDS PER STRUCTURAL DRAWING No. 98.00. A APPLY 3/8" MIN. ROOF SHEATHING TO HINGED TRUSS CHORDS PER STRUCTURAL DRAWING No. 98.00. OUTLOOKERS, BOLTS, ATTIC VENTS, FLASHING, SIDING, ETC... SHALL BE SUPPLIED BY GOLDEN WEST HOMES AND SHIPPED LOOSE WITH THE UNIT. © INSTALL 2x6 FLAT OUTLOOKERS AS SHOWN PER STRUCTURAL DRAWING 96.03 AND PER STRUCTURAL DRAWING 96.04. © INSTALL 2x6 FLAT OUILOOKERS AS SHOWN PER STRUCTURAL DRAWING 96.03 AND PER STRUCTURAL DRAWING 96.04. 2. FOR HOMES WITHOUT. "ALTERNATE CONSTRUCTION" m APPROVAL, FUEL BURNING FURNACE AND WATER HEATER VENTS SHALL NOT BE POSITIONED IN HOME SUCH THAT THEY WOULD EXTEND THROUGH ©FACTORY INSTALLED SHEATHING UP © FACTORY INSTALLED SHEATHING UP THE HINGED PORTION OF ROOF. T0. HINGED GANG NAIL PLATE PER STRUCTURAL DRAWING No. 98.00 AND FACTORY INSTALLED SHINGLES AND TO END OF OUTER SECTION PER STRUCTURAL DRAWING No. 98.00 AND FACTORY INSTALLED SHINGLES AND 3. FACTORY SHALL PROVIDE PROTECTION FROM WEATHER . DAMAGE ON UNROOFED PORTIONS OF HOME DURING TRANSIT AND STORAGE. ONDERLAYMENT PER STRUCTURAL DNDERLAYMENT.PER STRUCTURAL DRAWING No. 96.60 DRAWING No. 96.60 4. ALL FASTENERS EXPOSED TO WEATHER SHALL BE CORROSION RESISTANT. FACTORY INSTALLED 2x8 FASCIA PER FACTORY INSTALLED 2x8 FASCIA PER STRUCTURAL DRAWING 96.03 OR 96.04 STRUCTURAL DRAWING 96.03 OR 96.04 FACTORY INSTALLED 2x4 CONTINUOUS LEDGER FASTENED TO EACH TRUSS D FACTORY INSTALLED 2x4 CONTINUOUS LEDGER FASTENED TO EACH TRUSS W/ (1) No. 8 x 3" WOOD SCREW. W/ (1) No. 8 x 3" WOOD SCREW. ta�eows is Frdn er wh MSW 11/17 WAIN HINGED ROOF ;MPanufad ing, FACTORY INSTALLED NOTES °AM BY CRB WE 1-23-97 0 PSF 5-63 PULL BACK FACTORY INSTALLED FELT TO EXPOSE ACCESS FOR RIDGE BEAM BOLTING. WHEN FINISHED INSTALL 30 GA. GALV. METAL OR PLYWOOD ACCESS STRIP OVER HOLES. ROLL FELT BACK TO RIDGE JOINT AND ATTACH WITH STAPLES OR NAILS. FACTORY INSTALLED SHINGLES (2) LAYERS FELT, FIELD INSTALLED AND EXTENDING.6' OVER RIDGE -� i INSTALL SHINGLES UP TO INSTALL RIDGE SHINGLES OVER RIDGE WITH (4) STAPLES ALL EXPOSED EDGES (2) LAYERS FELT, FIELD OR NAILS. PER SHINGLE RIDGE BEAM WITH INSTALLED OVER AND (1) STAPLE OR . EXTENDING 6' MINIMUM NAIL ON EA. SIDE y�. EACH SIDE OF RIDGE BEAM AS SHOWN 5' EXP N PLASTIC ASPHALT FFOREFASTENING SHINGLES USE 1'02 GA. GALV. ROOFING CEMENT NAILS OR 1'xt'x16 GA..STAPLES FIELD INSTALL RIDGE SHINGLES OVER MATING JOINT, SAME AS OVER RIDGE BEAM FIELD INSTALLED FELT OVER JOINT t i FACTORY INSTALLED VALLEY ROLL ROOFING N0. co+<2on .r Clwl orCAllIo � ROOF CLOSE—UP APPLICATIONS TAG WITH STANDARD GABLE er D. HOLT . CAR12-27-94 S-30 ALL EXPOSED EDGES 7. ��Yp �3/ OF SHINGLES TO BE FIRMLY EMBEDDED N PLASTIC ASPHALT 10 CEMENT PULL BACK FACTORY INSTALLED FELT 36' NIDE, 90# ROLL ROOFING UNDERLAYMENT TO EXPOS FIELD INSTALLED OVER VALLEY, (4) STAPLES OR ACCESS FOR RIDGE BEAM LAPPED UNDER FACTORY NAILS PER SHINGLE BOLTING. WHEN FINISHED . INSTALLED ROLL ROOFING 12' AS SHOWN INSTALL 30 GA. GALV. METAL OR AND FULLY CEMENTED AT LAP, PLYWOOD ACCESS STRIP OVER INTERWEAVE FIELD INSTALLED SHINGLES HOLES. ROLL FELT BACK TO (2) LAYERS OF FELT, LAPPING TO MATCH FACTORY INSTALLED SHINGLES, 2. JOINT AND ATTACH WITH FACTORY INSTALLED FELT 6' STARTING AT BOTTOM AND WORKING TO STAPLES OR NAILS. AND FULLY CEMENTED AT LAP. RIDGE AS SHOWN 24 annc ri ;Cr' _ i IP nFTeu C / Ter_ unTW CTAKInean r_eai c w N0. co+<2on .r Clwl orCAllIo � ROOF CLOSE—UP APPLICATIONS TAG WITH STANDARD GABLE er D. HOLT . CAR12-27-94 S-30 F A C T O R Y I N S T A L L E D N 0 T E S G E N E R A L N 0 T E S DOUBLEWIDE INSTRUCTIONS TRIPLEWIDE INSTRUCTIONS 1. ALL MATERIALS REQUIRED FOR SITE CLOSE-OFF SUCH SHINGLES, SHEATHING, FASCIA, El❑APPLY 3/8" MIN. ROOF SHEATHING TO HINGED TRUSS CHORDS PER STRUCTURAL DRAWING No. 98.00. A ❑ APPLY 3/8" MIN. ROOF SHEATHING TO HINGED TRUSS CHORDS PER STRUCTURAL DRAWING No. 98.00. OUTLOOKERS, .BOLTS, ATTIC VENTS, FLASHING, SIDING, ETC... SHALL BE SUPPLIED BY GOLDEN WEST HOMES AND SHIPPED LOOSE WITH THE UNIT. © INSTALL 2x6 FLAT OUTLOOKERS AS SHOWN PER STRUCTURAL DRAWING 96.03 AND PER STRUCTURAL DRAWING 96.04. © INSTALL 2x6 FLAT OUTLOOKERS AS SHOWN PER STRUCTURAL DRAWING 96.03 AND PER STRUCTURAL DRAWING 96.04. 2. FOR HOMES WITHOUT "ALTERNATE CONSTRUCTION" m APPROVAL, FUEL BURNING FURNACE AND WATER HEATER VENTS SHALL NOT BE POSITIONED IN HOME SUCH THAT THEY WOULD EXTEND THROUGH © FACTORY INSTALLED SHEATHING UP T0. HINGED GANG NAIL PLATE PER STRUCTURAL DRAWING No. 98.00 AND FACTORY INSTALLED SHINGLES AND © FACTORY INSTALLED SHEATHING UP TO END OF OUTER SECTION PER STRUCTURAL DRAWING No. 98.00 AND FACTORY INSTALLED SHINGLES AND THE HINGED PORTION OF ROOF. 3. FACTORY SHALL PROVIDE PROTECTION FROM WEATHER DAMAGE ON UNROOFED PORTIONS OF HOME DURING TRANSIT AND STORAGE. DNDERLAYMENT PER STRUCTURAL ONDERLAYMENT PER STRUCTURAL DRAWING No. 96.60 DRAWING No. 96.60 4. ALL FASTENERS EXPOSED TO WEATHER SHALL BE CORROSION RESISTANT. aFACTORY INSTALLED 2x8 FASCIA PER STRUCTURAL DRAWING 96.03 OR 96.04 FACTORY INSTALLED 2x8 FASCIA PER STRUCTURAL DRAWING 96.03 OR 96.04 FACTORY INSTALLED 2x4 CONTINUOUS a FACTORY INSTALLED 2x4 CONTINUOUS LEDGER FASTENED TO EACH TRUSS LEDGER FASTENED TO EACH TRUSS W/ (1) No. 8 x 3" WOOD SCREW. W/ (1) No. 8 x 3" WOOD SCREW. xtxsars m FEVISn By DAIS MSW 11 17 s- qurc HINGED ROOF FACTORY INSTALLED NOTES MAS LMPanufachging, W °RAmIr` CRB 1-23-97 40 PSF S-63 BUTTE COUNTY DEVELOPMENT SERVICES COMPLAINT FORM Date: q ' —I Owner: i ^-\ Address: a4 -IS 01(-eC4h C,�I cj lc�24 Complaint/Violation Location: Zoning: General Plan: Supervisorial District #: TYPE: ( ) Building { ) Health { } Planning { } Housing Complaint Taken By: Permit History on File { } None { } See Attached Tenant: Description of Violation: Approx. Size of Bldg/NM: INSPECTOR'S REPORT Address: { } Occupied ' Has Electricity { )Yes { } Vacant Has Sanitation { ) .Yes Under Construction { } Yes { } No Hazards: { } No { } Yes (explain) _ Person Contacted: Caution: { )Yes Why: Approx. Age of Bldg/MH: { '} No Has Gas/Propane { } Yes { } No { } No Obvious Sewage Problems { } Yes { } No Built by/for { ) Present Owner { } Previous Owner Describe Action Taken: INSPECTOR MUST ATTACH A COPY OF THE CORRECTION NOTICE!! Inspector: Date: ACTION RECOMMENDED { } Information Only, File { } Hold for Days { } Complaint Unfounded { } Other { } Resolved per Inspector's Report { } Send Letter of Compliance Inspector must draw a plot plan with all building locations on the back of this sheet. (� d� �y1:11T OF _ ' STATE OF CALIFORNIA 620- NUMBER: •- • BUSINESS, TRANSPORTATION AND HOUSING AGENCY DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT -• 8740234 m w s DIVISION OF CODES AND STANDARDS - i MANUFACTURED HOUSING PROGRAM nNy _ f .MANUFACTURER CERTIFICATE OF ORIGIN . DISTRIBUTION; ORIGINAL (PIN , ,/ � FORWARD TO THE INVENTORY. CREDITOR. UNLESS THERE IS NONE, THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE) COPY 1 (WHITE)V ---FORWARD TO THE DEPARTMENT AT P.O. BOX 1828, SACRAMENTO, CA 95812.1828, WITHIN FIVE (5) DAYS OF RELEASE. COPY 2 (YELLOW) DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. COPY 3 (GOLDENROD) TO BE RETAINED BY THE MANUFACTURER. HCD 483.0 - Side 1 - (7/97) _ _ ❑ CHECK IF THIS IS A DUPLICATE MCO -ENTER ORIGINAL MCO NO. MANUFACTURED HOME OR MULTI -UNIT MANUFACTURED HOUSING NUMBER OF . ® SFD (SINGLE FAMILY DWELLING) MUMH (MULTI -UNIT MANUFACTURED HOUSING TRANSPORTABLE SECTIONS 2 COMMERCIAL COACH: OCCUPANCY GROUP MANUFACTURER NAME: MANUFACTURER LICENSE NUMBER: =MF1126458 MANUFACTURER ADDRESS: SUGGESTED RETAIL PRICE: b?tre0t 5• PACIFIC BLVD. SW A NY O i tate)973 I MANUFACTURER TRADE NAME: MODEL NAME AND/OR NUMBER: DATE OF MANUFACTURE: GOLDEN WEST HOMES 72PER28563AH06 8/11/2005 NAME OF DEALER OR TRANSFEREE (OWNERSHIP TRANSFERRED TO): CALIF. DEALER NUMBER OR DATE OF TRANSFER: _ TRANSFEREE DESIGNATION: GOLDEN PACIFIC-80MES. 1118851 8/24/2005 DEALER OR TRANSFEREE ADDRESS: 13407 GARNER LANE CHICO CA 95973 Street Ci (State) Zi INVENTORY CREDITOR NAME: G.E. COMMERCIAL DISTRIBUTION FINANCE INVENTORY CREDITOR ADDRESS: +r,,?5 TRILLIUM. -.BLVD •'-3RD...-FLOOR .: HOFFMA itypSTATES Sjt 6�2. SECTION 1b- MANUFACTURER SERIAL NUMBER HCD INSIGNIA OR HUD LABEL NUMBER .. .. LENGTH WIDTH _ WEIGHT (INCHES) INCHES (POUNDS) 7 53 2 24930 S 2 -7 z- A g7 .. 6 TRANSPORTER NAME: TRANSPORTER ADDRESS: • - ... _ .:LSA _ (Street) _ c State .. DESTINATION FOR UNIT DESCRIBED ABOVE: _ (Zip) `�- (I DEN , PACIFIC HOME, streei 13407 _ GARNER LAN city) CHCIO CA, 5973 w state (Zip I Certify under penally of Perjury under the laws of the State of Celifomie that the above facts are true end correct ..a . -. Executed on. Vat 5hl v - a _ —1y)_ L :AG • - __ — . SIGNATURE OF AUTHORIZEENT:' • eta^e '- W, y �� _' f I n DISTRIBUTION; ORIGINAL (PIN , ,/ � FORWARD TO THE INVENTORY. CREDITOR. UNLESS THERE IS NONE, THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE) COPY 1 (WHITE)V ---FORWARD TO THE DEPARTMENT AT P.O. BOX 1828, SACRAMENTO, CA 95812.1828, WITHIN FIVE (5) DAYS OF RELEASE. COPY 2 (YELLOW) DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. COPY 3 (GOLDENROD) TO BE RETAINED BY THE MANUFACTURER. HCD 483.0 - Side 1 - (7/97) _ _ 11/03/2005 13:40 REDLINE INSTALLATION 4 5382140 NO.657 D02 STATE OF CALIFORMA NUMBER: BU61NE53, TRANSPORTATION AND MOUSING AGENCY DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT O /� DIVISION OF COOES AND STANDARDS G 3 wwUFACTURED HOUSING PROGRAM MANUFACTURER CERTIFICATE OF ORIGIN DISIZI UT?om: CRIOINAL IPIM FORWARD TO THE INVENTORY CREDITOR UNLESS TNERE iB NONP, TH!_N FORWARD TO THE PURCNAbER (DEALER ON TRANSFEREE).COPY 1 MMITE) FORWAPO TO tME DEPARTMENT AT P.O. BOK 1828, BACRAMENTO, CA 880$2-1020, WfTMIN FIVE 161 OArg pc RELEASE. COPV2 (YELLOW) DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. COPY 3 (OOLOENR00) TO eE•RETAINED BY TME MANUFACTURCR. NCO 403.0 - Side T - 7197) ❑ CHECK IF THIS IS A DUPLICATE MCO -ENTER ORIGINAL MCO NO. MANUFACTURE2 NOME OR MULU.UNIT MANWFACTUREO HOUSING ® SFD FAMILY ❑ NUMBER OF TRANSPORTABLE SECTIONS (SINGLE DWELLING) MUMH (MULTI -UNIT MANUFACTURED HOUSING Z COMMERCIAL COACH; OCCUPANCY GROUP MANUFACTURER NAME: MANUFACTURER LICENSE NUMBER: MF1126458 ARESS:Bl' MANUFACTLRERDD SUGGESTED RETAIL PRICE: f5 PACIFIC BLVD. SW A NY O 973 j"I tee MANUFACTURER TRADE NAME: MODEL NAME ANDIOR NUMBER: DATE OF MANUFACTURE: GOLDEN WEST HOMES 72PER28563AN06 8/11/2005 NAME OF DEALER OR TRANSFEREE (OWNERSHIP TRANSFERRED TO): CALIF. DEALER NUMBER OR DATE OF TRANSFER: TRANSFEREE DESIGNATION: GOLDEN PACIFIC JIOMES 1118851 1 8/24/2005 DEALER OR TRANSFEREE ADDRESS; 1331407 GARNER LANE CHICO CA 95973 CI Slate ZI INVENTORY CREDITOR NAME: G.E. COMMERCIAL DISTRIBUTION FINANCE INVENTORY CREDITOR ADDRESS: ,44�5 TRILLIUM BLVD 3RD FLOOR HOFFMM STATES Sti 6ql92 SECTION MANUFACTURER SERIAL NUMBER HCO INSIGNIA OR HUD LABEL NUMBER LEHOT/1 NnpT1A YaEIGHT t tNCNE INCHES POUNDBI 24930 -•' .. 7n. s324 7 7 • l TRANSPORTER NAME: TRANSPORTER AOOREBS: Stroet C 9ttAe 096TIMATION FOR UNIT DESCRIBED ABOVE: Z DEN PACIFIC HOME s„.« 13407 GARNER LAN CHCIO 5973 c. 1 -CA SIM I rsN1y uteb prrtty d fttay vwr to w. d w Ste. a CTINMIA or fro own fact' w vw rte ew sm fa.ndAf on 2q) (Cow” BfGNATURE OF AurwpglZlOAGENT:�a= �1% DISIZI UT?om: CRIOINAL IPIM FORWARD TO THE INVENTORY CREDITOR UNLESS TNERE iB NONP, TH!_N FORWARD TO THE PURCNAbER (DEALER ON TRANSFEREE).COPY 1 MMITE) FORWAPO TO tME DEPARTMENT AT P.O. BOK 1828, BACRAMENTO, CA 880$2-1020, WfTMIN FIVE 161 OArg pc RELEASE. COPV2 (YELLOW) DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. COPY 3 (OOLOENR00) TO eE•RETAINED BY TME MANUFACTURCR. NCO 403.0 - Side T - 7197) TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Piot Plan AttacMd Roar Plan Attached Soret to ®.D. 0" C Owner Wocation AP# Plan Approved for: Sewage DisposaF Water Supply: Public Private Well l Clearance for dwelling. Other � tm7�z)jQ ,C Hold final for: Final clearance O.K. for: NOTE: "IAD, 4 nvironmen 8/96 Health Specialist i Date oe 8'-6° Cotner Tub 60' Tub/Shwr 91-60 LJnen' Opl'Ca0.o�5he w:4:t�,a4•; Shelves- 0 ti w ' Rettig. Vs . •— F co -e CZ, 4J UTILITY ' DINING OpCF KITCHEN ROOM t.: _•�� . 6 S Walk -n ardroD :�;:�h'•;; ir'°� OPT. MASTER a opt Gable , BATH T GE564F MASTER BEDROOM :GREAi7RObN1 +1512 Sq. FL + 3 Bedroom +2 Bath ,a'_a° 561-0-0°0 i CD .. o O < oe -e CZ, 4J a a 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 qI-e2ZK3 ASSESSOR PARCEL NUMBER 041-520-032. ZONING FR 5 BUILDINGPERMIT E�O OWNER MAYBERRY, JIM TELEPHONE1078SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 2475 OREGON GULCH ROAD, OROVILLE 95965 CONTRACTOR'S NAME WARNER MOBILE HOME SERVICE TELEPHONE CONTRACTORS MAILING ADDR{F1(}SI 842 WOOD DRIVE, MAGALIA O 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 $ 23.00 BUILDING ADDRESS 2475 OREGON 2.111 T � Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome XK 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 ❑ RemodeljfX Utilities ❑ Installation ❑ Other ❑ Describe Work: REPLACES 1BP%#97-1408 % ii1.Ti!�! / ni Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 LESS Main Service 200OV AORLESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License w for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. I am exempt under Sec. Business and Professions Code for this (_0 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.) 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 work compensation provisions of section 3700 of the Labor Code, I shall y9h comply w' those provision f OK r� Date ign u e of plica t - ❑ caner ❑ ntractor ❑ Agent PAn SHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO tOooA 46.00 NEW CONST. DWEWNG OCCUP. OR ADDNS. 8 ACC. .CUP_ SO 3.5¢FT. ►N,OO"ESDT MULTI.OUTLEr @7,50 APPARATUS d SINGLE OVILEr CIR. EX. OCCU OUTLET OR FIXTURES B20 O 1 000 Ex. Occup. ouT FIXED APPRE�SIO.OEl 5.00 Temporary Service 23.00 Mobile Home Facilities 00 20. 20.00 Misc. Wirin 23.00 PERMIT FEE $ 63 .00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $1 6.00 .00 HAZ. Aft D. FEES IMP y FLoO C PAR ISSU This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By . PERMIT EXPIRES ON I applicable provisions Resolutions to do work been paid. Date et Receipt No. WHITE-D.D.S.-B.D. CANARY -ASS SSOR 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 ASSESSOR PARCELNUMaER I^ O ZONING 001 BUILDING PERMIT OWNER 71MAP ZONE SO. FT. OCC. BUILDING VALUATION � a- CTZFi LENOER'9 MAILING AOOREsa--- PERMIT FEE 1'Ire lace Valuation S ARCHITECT OR ENGINEER Main Service cENSE No. LICENSE FlinnFee S ARCHITECT OR ENOMIMR'S MAIJNG ADDRESS OORR LEse Permit Fee S Plan CheckingFee $ euLDINO AooaEs9 _ 46.00 NIM Energy Plan Checking Fee $ " til a ACC. sLDs. $ PERMIT FEE $ LOT No. sueolvalDNarwiE PARCELMAP PLUMBING PERMIT USEOFSTRUCTURE SF O Duplex O Mobilehome X Other Spwr y Each Trap Solar or heat pump water heater Water piping New O Addition O Remod UtImes tion O Describe Work: Other O --! Each gas water heater or vent Gas piping system 1 - 5 outlets Building sewer Mobile Home ReceiptNo. �� u 7 WHITE•O.D.S.•8.0� SOR PINK -INSPECTOR GOLDEN 20.00 7.00 23.00 15.00 15.00 15.00 15.00 @20.00 Ex. Occup. ovnzr OR FDITURE9 PERMIT FEE S lt�o ELECTRICAL PERMIT Filing Fee 20.00 Main Service °0°vA 23.00 Misc. Wiring OORR LEse 023 Main Service 2wA TO 1000A 46.00 NIM OwEIJ,JJG OCCUP. OR AD�.T• a ACC. sLDs. 3.5¢FT, NON•RESa ( raw VIUM - MULTFOIRCU Er ) 9MNCN CR @7.50 Ex. Occup. ovnzr OR FDITURE9 20 01.00 SAL .SO EX. OCCU FDOi0 APPLN9. OR OLJntTs EsID. EJ► 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00e�,C6 Misc. Wiring 23.00 PERMIT FEE 1 $ ('0-30A MECHANICAL PERMIT I Fling Fee 1 20.00 T 6.50 Ventilation PERMIT FE12 S Mobile Home Installation Fee $ Energy Inspection Fee b «` CONST. TYPE TOTAL FEE ; n2tf IMP I AMD I COF I PARCEL I PO I NO wur; 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 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: E' ASSESSOR PARCEL I J,JMBER: (0 ( 1'Z, Proposed Building Use: Building Inspector: Date: L_( At time of permit a hcation I was advised the followin data must be submitted prior to permitProcessing and/or issuance: P PP� + g P� P - -- Date Received By ❑ 1. All items have been submitted .----------------------------------------------=---==------------------------ '-- -- ❑2. Plot plan's 3/4 sets, signed by the preparer of plans. ------------------------------ `------------------- -------- t t: 03. Complete plans, 3/4 sets, signed by the preparer of plans. -------------------------- ---------------- ---------- 04. ------------------------;----------------'--------- ❑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. -------------------------------------- -------------- -- 0 ❑ 7. Statement of Intent for Non -Heated and#A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ---------------- I Manufactured Home data and installation instructions including Tie Down Specifications ------------------- 0 10. Fees of $ ❑ 11. Impact fees as shown on the attached schedule. ------------------- ------------ 0 12. California Department of Forestry plan approval/fees.---------------------- Flood elevation *Cate. -----------------------------------------------------= anitation and plot plan approval Health Department. -------- 5 City of Chico plumbing�permit.------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- It 7. Planning approval for (A) Use: /(B) Parking: -------------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- `i ❑ 1.9. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 020. Pre -inspection for required Request to Building Inspector on (Date) 021. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. ----------------------- 023. Owner -Budder Verification (Given to owner ❑, Mailed to owner ❑). - 024. Letter of signature authorization. -------------------------------------------- 025. Recorded copy of Agricultural Acknowledgment Statement - ------------- 026. Letter of intent on building use. ---------------------------------------------- 0 27. Manufactured Home utility clearance. --------------------------------------- ❑ 28. Existing violations and/or expired permits. --------------------------------- 1129. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: ------- en u issue the permit, (' pro ss rand lows 11 Mail to owner, ❑Mail to ontractor. elephone > � hold for pickup at � ce. ❑ Deliver with inspector. Applicant: %1/ Date: IV A A?9 Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, o ollididn Date: By: Copy of plans sent ❑ Health Department, o Fire Department, o Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building;Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, o mail, o Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, o Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, o mail, o Building Division counter, by Dat Plans reviewed by: Date: Plans approved by: Date: -oZ Sets of plans on hold in ❑ Plan -,Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance � � n Owner Location Plan Approved or�eisposal Water Supply: Public Clearance for welling. Other Hold fin or: Final earance O.K. for: r Ra E.H. USE ON Plot Plan Attached Floor Plan Attached Sent to B.D- 141 -3 j-, AP# Private Well l R 7 Environmental Ilealth Specialist �^n ate 8/96 3eq. 60 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - UILDING DIVISION Vtk 7 County Center Drive • Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT F ARCELNUMaER f I r1 (DBUILDING PERMIT _SO. FT. OCC. BUILDING VALUATION mUND ADDRESS /l I .. I 0 CONRUCTOR9 MAILING ADDRESS CONSTRUCTION UMER LENOER'S MAJUNG ADDRESS ARCHITECT OR ENGINEER ARCMRECT OR ENGNEER9 VAUNO ADDRESS SULMOADDRESS 9 _� LOT NO. sueolvmloNTi NAME - _ PARCEL MAP USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome A, Other s TYPE OF WORK------, New ❑ Addition ❑ Remodel ❑ Utilities Insfa0atlon ❑ Describe Work: Receipt No. _ WHITE-O.D.S.-D.. TOR Total Valuation Is Filing Fee S 20.00 Permit Fee S Plan Checking Fee S �_ Energy Plan Checking Fee S S PERMIT FEE $ PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 EX. OCCU . OUTLET OR FDRUR®3 PERMIT FEE $ EX. OCCU FOTO A"�'11 ounE, Eslo. EA. ELECTRICAL PERMIT Filing Fee 20.00 Main Service =00,R= 23.00 Main Service 20" TO IOOOA 46.00 NEW CONST. DWE31lAi OCCUP. 9C. OR ADDNS. L ACC. 3.5¢so FT: NtW GUM I. NON.RESID. MULTI.OUTLET RRA r_w f'= rm 07.50 EX. OCCU . OUTLET OR FDRUR®3 BZ .SO EX. OCCU FOTO A"�'11 ounE, Eslo. EA. 5.00 —Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE 1 $ 0 MECHANICAL PERMIT I Fling Feel 20.00 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee b occ CONST. TYPE TOTAL FEES IIAZ D. FEES DAP 1 1"00 1 COF I PARCEL I PD 1 HD 1 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 LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No..Q?— NY OWNERS VIAl A.P. NAME: � '- Ir k% NUMBER: PRINT LAST NAMPST (� COUNTY ZONING • ''• 3 %S� DESIGNATION: FLOOD ZONE: � FLOOD MAP: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP V",- DEED " DEED INFORMATION: DATE OF CREATION: LEGAL ACCESS PROVIDED: YES DEED REFERENCE: NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: MAPS INFORMATION: DATE OF RECORDING 8z/ 1 81, LOT I BOOK 03 PAGE 73 COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES _wl-' NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. X1. Maintain a 50 ft. building setback from centerline of road. _ 2. Maintain a ft.building setback from right-of-way/centerline of 3. Comply with Zoning code for building setback from road. _ 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from _ 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. 8. Connect to a public water supply. _ 9. Connect to a public sewer system. _ 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. • • 4:; . _ 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 12. Meet the,requirements of the Department of Fish and Game for the preservation of oak tree& -(See. phone number below) 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of S as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning DAdsion•1 _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with -the Seismic Zone 3 requirements of the Uniform Building Code. 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. _ 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. S iC fc 83 M - _3 tZ US -o L Lr S� w 19 G 1= l J Po r.,+ VX 22. 23. 24. 25. 26. 'Ala IN3Wd013A30 0Ntf1 lune J0 UNf10n 1666 1 o i n r a3AI333H LD 7/96 C:\WP51 \FORMS.K\8LDGPERM.CLR MEMORANDUM DEPARTMENT OF DEVELOPMENT SERVICES PLANNING DIVISION t To: Building Division - From: Craig Sanders, Planning Division .Subject: Pre -HUD Mobile on APN 041-520-032 Date: May 27, 1999 i Note to file: The Planning Division has approved issuance of building permits for the 1973 pre-hud mobile on this site. The mobile was placed on the property with the intent of making it a dwelling unit prior to the passage of ordinance 3321, on 02/11/97 requiring HUD mobiles throughout the County. J:\WPDOCS\LETTERS\MAYBERRY.MEM Q T NOTES t RESIDENTIAL PERMIT NO. " 6� Uz— SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 4.1 y,- 1 OFFICE COPY Address GAS Meter By Date ELECTRIC 1 Meter By Date 1 JOB FINALED (Date) Signature w� 1 1 R F SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 4.1 y,- 1 OFFICE COPY Address GAS Meter By Date ELECTRIC 1 Meter By Date 1 JOB FINALED (Date) Signature ./ = OK 0 = Not OK - = Not ApplicableMQ�BILE.HOMES ' MISCELLANEOUS = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements-Setbacks-Easements r 1. Zoning Requirements-Setbacks-Easements 2. Soils; Special MH Support Sketch 2. Footings; Soils-Size-Depth-Spacing-Connectors-Steel 3. Sewer; Location-Test-Fall-C/O-Concrete t 3. Decks; Girders and/or Joists-Decking-Bracing-Stairs-Rails 4. Water; Location-Test-Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors 5. Electricity; Location-Clearances-Grnd-/ /Amp-Concrete Shthg.-Frg-Bracing 6. Gas; Location-Test-Wrap;-/ /" L'ft. 5. Alum. Awn.; Columns-Connections-Splice-Decal-Enclosures / /'Nat. or/ /"L"ft./ PLPG 6. Carports; Windows-Doors .7. Well Clearance & Disconnect 7. Electric 8. Utility Clearance i 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing-Veneer-Stucco-Mesh 10. Roof; Shthg-Roofing Date Card B-1 Date Card B-1 11. Ext.; Steps-Doors-Landings Date Card B-1 Date Card B-1 + 12. Braced Wall Panels Date MOBILE H ME INSTALLATION (Plans) OK except #'s Lp-fotflng Requirements-Setbacks-Easements Date Card B-1 Date Card B-1 Fo gs; Size-Spacing-Marriage Line Date Card B-1 Date Card B-1 Gas; H Test-Demand-Valve-Connector Date FINAL (Plans) OK except #'s f•4 &tri is ty; MH Test-Crossovers-Breakers-Clearances 1. Setbacks-Easements Test-Fall-Flex Co f 2. Soils; Compaction-Structure Stability ater; MH Test- Regulato� 3. Pool Structure; Steel-Connections-Thickness jj,VVa_te, and Sewer Connected-C/O to Grade-HD Approval Dead Men -Lining 8. Gas and Electricity Tagged 4. Elec.; Receptacles and Lighting, Distance-GFI ie Do 1T nst llation Cert. t 5. Elec.; Pool Lighting; 15 Volts-GFI 1 xits; Ins .-S ' 6. Elec.; Enclosures; Conduit Entries-Terminals-Listed 11. Cert-eL ccupancy f 7. Elec.; Bonding; Metal w/5'-Circulating Equip.-Heater 12. PermanaatF_oundation Only; License Decal 8. Elec.; Grounding; Equip. w/5' Circulating Equip.-Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit Date/� Card B-1 qg Date Card B-1 9. Health Department Approval Date Card B-1 Date Card B-1 10. Plumb.; Cir. Test-Water Supply Test . i 11. Light Niche Date Card B-1 Date Card B-1 { Date Card B-1 Date Card B-1 4 i J = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (; Date 46. Underfloor (Plans) OK except #'s 1. Zoning-Setbacks-Easements-Flood-Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ r Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth 4. Ftg., Porches & Decks; Soils-Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel-Wrapped 8. Piers-Fireplace Ftg.-Steel 9. D.W.V.; Fall-Fitting-Test-2 Way C/O-Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test-Anchors-Regulator-Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance-Material-Support-Ins. 14. Girders-Sills-Anchor Bolts-Joists-Vents-Crippies 15. Access & VerNilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 63. PLUMBING (Permit) OK except #'s 17. Water Htr.; Veit-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 70. Fireplace or Stove, Clearance -:dearth Date 71. Card B-1 Date Card B-1 Date 72. Card B-1 Date Card B-1 Date 73. 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/Mach 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 Al 30. Range Circle / / ga Cu or AI-Oven Circ. / / ga Cu or AI Insulated Neutral ❑ Yes Q No 31. Service-Riser Conductors & Ground Main Disconnect 32. Equip. Cleararces Panels-Motors-Mech. Equip. 33. Clothes Closet Light-Shower Light-Spa Light 34. Smoke Detector 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date 86. Card B-1 Date Card B-1 Date 87. Card B-1 Date Card B-1 Date 88. 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 94. Address Posted Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 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 jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Roll 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. I of iltration-Wal ls-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 -Mach. 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 -:dearth 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 ❑ Yes 82. Following Instld./Drive p Yes i7 NorWalks D Yes Q No/Planters Yes 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. Receotacle-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: ow". a 3r a — CONTRACTORS VERIFICATION — z 3: 0 C? I CERTIFY THAT I HAVE INSTALLED THE ABESCO ANCHORING SYSTEM AS PER THE INSTALLATION INSTRUCTIONS. I HAVE MADE NO MODIFICATIONS TO THE ANCHORING SYSTEM OR TO THE BUILDING STRUCTURE. 0 Zn 41 '7 C/ COMPANY NAME:— tTORS LI DATE: I TU�R � WET ' 1. PLACE CONCRETE ANCHOR INTO YY[T CONCRETE. , , 2. ALLOW CONCRETE TO PROPERLY DRY. CHASSIS CONNECTION ` 1. ATTACH STRAPS TO CHASSIS BEAM IN MANNER � v�- SHOWN. ^ ' 2: INSERT STRAP- THROUGH SPLIT BOLT. CUT OFF ' �EXCESS STRAP AND, THEN TIGHTEN BOLT UNTIL ` � . STRAP IS SNUG. v _COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION C/ "� , 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 C �PERM�,T NO. (Rev.) 2/96) APPLICATION AND PERMIT ( ASSESSOR PARCEL NUMBER 041-520-032 ZONIN k 5 BUILDING PERMIT OWNER MAYBERRY, JIM 3r21E078 SO. FT. OCC. BUILDING VALUATION .OWNER'S MAILING ADDRESS 2475 OREGON GULCH ROAD, OROVILLE CONTRACTOR'S NAME WARNER MOBILE HOME 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 MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDINGADDRESS 2475 OREGON GULCH ROAD, OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ 43.00 LOT NO. SUBDNISIO SNAME PAC MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome XK 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 I[ Other ❑ Describe Work: REPLACE BP#97-1409 Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 vR Main Service 200A 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.POWER 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. 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. ❑ 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 fort comply with those provisions. /� _ c _ Date 9&/V Si re o pplicant - ❑ Owner ntractor ❑ Agent n OSHA permit is required for excavations over 5'0" deep and demolition or construction structures over 3 stories in height. Main Service 200A To +000A 46.00 NEW CONST. DWELLING OCCUP. s0 OR ADONS. ( 8 ACC. BLDS. 3.5¢FT; T. IpµR0MULTI- E ID. OUTLET CIRCUITS @7,50 APPARATUS 8 SINGLE OUTLET CTR. 20 @ 1'00 OUTLET OR FOCTUREs Ex. Occu BAL @ .so NS Ex. Occup. o Ds(RRL.16.oEA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOT L F* $ Z 143.00 HAZ. i D. FEES IM CDP PAR �' HD ISSU This permit is hereby issued under the applicable provisions of the Butte Cou ty Code and/or Resolutions to do work indi d above f r which fees have been paid. Date ���A'/f,of Uqe2-!!n�, p�, f 'V fL PERMIT EXPIRES ON ! �v A (Da te Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT t -•, �� 7i , .�� /'.. �"„� •4i. y.n�v+.p "^-t�"A'^' :n :^rrr+Tt�i- ._ .r..,- ...-., � •,�---••--iej,�Fe"'N�`�''"},{y++-�a�n.+r- � " yFk7. GOI SVT ' OF BUTTE DEPARTMENT OF DEhELOPMEWT, -SERVICES - BUILDING DIVISION - �.� CT' CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 M0 tx PERMIT APPLICATION DATA SHEET OWNER:' ASSESSORPARCEL ER: O �C;L O Proposed; Building U e: Building Inspector: C'_ Dater 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 -------------------------------------------------------------------------------------- E12. 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.-------- 115. ------- ❑5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 116. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- 8 Hazardous Material FZ m.------------------------------------------ -- Iv�anufactured Home a and installation instructions inclu - ❑ 0. s of $-------------------------------------- --- Impact fees as shown on the attached schedule. vl- ❑ 12. Califorma�Department of Forestry plan approval/fees.�------- ❑ 13. Flood elevation certificate. --------------------------------------------- o1v�*tation and plot plan approval Health Department. ❑ 15. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. --- Specifications. ❑ 17: Planning approval for (A) Use: (B) Parking: - ---------------- --- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------- ❑ 1.9. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- ❑20. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. ----------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). - 1124. Letter of signature authorization. ------------------------------ 025. Recorded copy of Agricultural Acknowledgment Statement. 0 ..,226. Letter of intent on building use. ------------ ONVw'L . Manufactured Home utility clearance. ----- 1128. Existing violations and/or expired permits. 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: Whou issue the permit, process follows 11Mail to owner, 4ETTelephone and hold for pickup a Applicant: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ A Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: 6 -2� (Date) 1. Index permit application for the above items numbered: A36"; ,/ /° []'Plan . .Check List 2. Additional items required: Contractor, designer', owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by 1 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 r Date: Contractor, designer, owner, wffl advised of the above recWdred data by ❑ phone, ❑ mail, ❑ Building Divisio unter, by J Date: Plans reviewed by: O( �— Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. fold& . Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. V 6 0 3 0 Z 0 0 I 0 U N m —f % ABESCO ENGINEERED COMBINATION TIE -DOWNS MANUFACTURED HOME TIE -DOWN CALCULATIONS Ar SCHEDULES FOR. SINGLE/DOUBLE/TRIPLE - WIDES DESIGN LOADS: DESIGN & GENERAL NOTES - iE WIND --------- 15 PSF 1E SOIL BEARING ---- 1000 PSF aE TIE DOWN STRAPS— 3150# WORKING LOAD TIE—DOWN STRAPS MEETS FEDERAL SPECIFICATION QQ—S-781 H FOR TYPE 1, CLASS B, GRADE 1 STRAPPING AND BE AT LEAST 1 1/4" x .035 ZINC PLATED. * EARTH AUGERS -------- 2962# (TESTED TO 4750# MIN. * CROSS DRIVES -------- 2962#(TESTED TO 4750# MIN. * CONCRETE SLAB ANCHORS — 1390# (CALCULATED) o GENERAL NOTES: 1. THE CHARTS SHOWN HEREON ARE THE REQUIRED NUMBER OF TIE -DOWNS ON THE SIDES OF THE MANUFACTURED HOME. 2. TIE -DOWNS ARE REQUIRED AT EACH CHASSIS BEAM, EACH END OF EACH TRANSPORTABLE SECTION OF THE MANUFACTURED HOME AND CAN BE ANY OF THE TYPES SHOWN HEREON. 3. COMBINATIONS OF THE DIFFERENT TYPES OF TIE—DOWNS CAN BE USED. 4. IN THE EVENT AN EARTH AUGER CANNOT BE INSTALLED DUE TO AN OBSTRUCTION, USE OF CROSS DRIVE ANCHORS IS PERMITTED, PROVIDED THAT (2) CROSS DRIVES ARE INSTALLED FOR EACH EARTH AUGER THAT CANNOT BE INSTALLED. SEE PAGE #3. 5. FOR ALL TIE—DOWN INSTALLATIONS, -THE MFG -D. HOME • CHASSIS MEMBERS ARE SHOWN AS "I" BEAMS. (FOR ILLUSTRATION PURPOSES ONLY) CHASSIS BEAMS CAN ALSO BE r•C" SHAPED OF RFC SHAPED. 6. END TIE—DOWNS CAN= BE LOCATED WITHIN 24" OF EITHER SIDE OF- CHASSIS 'BEAM AXIS AS SHOWN. CHASSIS BEAM i N (ONE END TIE—DOWN MANDATORY AT EACH END OF "I" BEAM) N 18"MIN --j 7. THE SIZES, TYPES, LENGTHS, ETC. OF MATERIALS SHOWN HEREON ARE MINIMUM. LARGER, LONGER, HEAVIER MATERIALS SUPPLIED BY ABESCO MAY BE USED AT THE SAME SPACING Sr LOCATIONS SHOWN. ENGINEER APPROVAL I I STATE APPROVAL THIS TIEDOWN SYSTEM MEETS THE REQUIREMENTS OF SECTION 1336.3, SUBSECTION (a) APPROVED SUBJECT TO CORRECTIONS NOTED APP,ovul does not ,vthn,i-,.e nr c•nptc,e ally ornis<.ion m deviation from nTG oirC n+e^ts ^f nhphcoble %tote lows nnri r+•yvinriofrs. State of Cnti!ornia Deporir ,i,,f of Hcasiny nor! enr DIV;S1 . OF CODES AND STANDARD% r 3 Date .// (signatt.re) .SPA NO ------_.5- /O�_� --- This Plan Approval Expire PACIFIC CONSULTING ENGINEERS ABESCO 2150 BELL AVE. SUITE 145 5851 FLORIN-PERKINS ROAD SAC. CA. 95838 PH: 916-564-6028 SAC. CA. 95828 PH: 916-383-8831 re7- ABESCO TIE -DOWNS mVV • Vl♦VUU DRIVE ANCHOR ABESCO NAME STAMPED IN) HEADS OF TIE—DOWNS / #606 STEEL #406 PIER STRAP W/BUC _ BOLT -ON TOP #601 30" #614 STEEL T.D.A. STRAP W/HOLE #604 CONCRETE #602 48" SLAB ANCHOR W/ #615 CONCRETE #616 STABILIZER T.D.A. #SH 5822 SLEEVE SLAB ANCHOR PLATE ANCHORS (DRY) (WET) SIDE TIE—DOWNS (SEE NOTE BELOW) SIDE TIE—DOWNS (SEE NOTE BELOW) �O z or 3W SINGLE WIDE W <; . VI�0 _ z ' � W Z_ W N �2'EVENLY SPACED 2'l LENGTH VARIES <' SIDE TIE—DOWNS (SEE NOTE BELOW) z3 -3 O � W W ~•Z DOUBLE WIDE W N ► ► ► ► 2'1 EVENLY SPACED I EVENLY SPACED I EVENLY SPACED 12' ' LENGTH VARIES I NOTE: SIDE TIE—DOWNS: MUST BE WITHIN 24" OF THE END OF CHASSIS BEAM. END TIE—DOWNS: CAN BE LOCATED WITHIN 24" OF EITHER SIDE OF CHASSIS BEAM. ONE TIE—DOWN IS MANDATORY AT EACH END OF "I" BEAM. (SEE PAGE #1, GENERAL NOTE #6) IF SIDE. WALL TIE—DOWN GROUND ANCHOR LOCATION IS SUCH THAT'THE ANGLE BETWEEN THE GROUND AND STRAP EXCEEDS 60', CONNECT THE TIE STRAP TO THE INSIDE CHASSIS BEAM ON DOUBLE AND TRIPLE WIDES AND THE OPPOSITE CHASSIS BEAM ON SINGLE WIDES. TRIPLE WIDE ► ► ► -► - ► 2'EVENLY SPLENGTH VARIES Y' SPS EI EARTH AUGERS MAX. LENGTH OF 36' S4' 72' 59' 68' MFG'D. HOME MINIMUM NO. OF 2 3 4 1 7 1 8 SIDE TIE—DOWNS CROSS DRIVE ANCHORS MAX. LENGTH OF' 36' 54' 72' 59' 68' MFG'D. HOME MINIMUM NO. OF 2 3 4 1 7 1 8 SIDE TIE—DOWNS CONCRETE SLAB ANCHORS MAX. LENGTH OF 34' 42' 50' 59' 68' MFG'D. HOME MINIMUM NO. OF 4 5 6 1 7 1 8 SIDE TIE—DOWNS 3 0 m 0 z Z a 0 M (� 3 D Z 3 O D W H 0 U N W m Q SIDE TIE—DOWN TIE -DOWN END TIE -DOWN "I" BEAM CHASSIS #406 PIER , - � � :. = " BOLT—ON TOP - _ - SEE "I" BEAM CHASSIS NOTE #5, SHT. 1 FOR TIE—DOWN INFORMATION #606 STEEL STRAP DRILL 9/16" HOLE AT MID HEIGHT OF BEAM, ,a INSTALL 1/2" A307 BOLT "C" BEAM CHASSIS "RFC" BEAM CHASSIS SEE "I" BEAM CHASSIS SEE "I" BEAM CHASSIS NOTE #5, SHT. 1 FOR NOTE #5, SHT. 1 FOR TIE—DOWN INFORMATION TIE—DOWN INFORMATION SPLIT BOLT & NUT GROUND LINE INSTALLATION INSTRUCTIONS 1. INSTALL ANCHORS INTO SOIL APPLYING CONSTANT DOWNWARD PRESSURE TO MINIMIZE SOIL DISTURBANCE, UNTILL HEAD IS FLUSH WITH STABILIZER PLATE. ANCHORS SHOULD BE INSTALLED BELOW FROST LINE. 2. ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN. 3. INSERT STRAP THROUGH SPLIT BOLT. CUT OFF EXCESS STRAP AND THEN TIGHTEN BOLT UNTIL STRAP IS SNUG. CONTRACTORS WARNING: CHECK FIRST FOR UNDERGROUND UTILITIES. O FINISH TURNING ANCHOR INTO THE GROUND UNTIL ANCHOR HEAD IS FLUSH WITH STABILIZER PLATE. THIS PROVIDES SECURE PROTECTION AGAINST LATERAL MOVEMENT. 1 CERTIFY THAT I HAVE INSTALLED THE ABESCO ANCHORING SYSTEM AS PER THE INSTALLATION INSTRUCTIONS. I HAVE MADE NO MODIFICATIONS TO THE ANCHORING SYSTEM OR TO THE BUILDING STRUCTURE. 0 WCOMPANY NAME:--------------------------- CONTRACTORS LIC.#--------------------- m DATE:------------ SIGNATURE:--------------------------------- 1r2_ AP# CDF FIRE SAFE REQUIREMENTS q MAr-q 6LW,Y PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal, or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. - [il 1272.00 Maintenance' of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance ;must be provide for by the land owner. Driveway Standards [1Q 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other apparteaant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [�] 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. ] 2. The length of vertical. curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [] 1273.05 Turnarounds. If required, will have a minimum turning II radius of 40 feet from the center of the road. [�] 1273.05 Turnouts. Shall be•a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [�] 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of 3. AP # PERMIT # NAME [I�1 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800,feet in length, shall provide(a turnout near the midpoint -of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [� 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [�] 1. Gate entrances shall be at least two feet wider than the roadway it serves. - [�j _ 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop' without obstructing traffic on that roadway., [ ] 3. Where a one-way road with a single traffic lane .provides entrance, a 50 foot turning radius shall be used. Fuel Modification ` 1276.01 Setback for Structure Defensible Space. [�] 1. All parcels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ul] property lines and/or the center of the road. 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. 1276.02 Disposal of Vegetation and Fuels. Disposal,,, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction )r fi:ial inspection of a building permit. Page 2 of 3 AP # PERMIT '# NAME Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ] If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 10% of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials t Date IN, Page 3 of 3 r gnature ' 1. 'Owner's Name: 2. Assessor's Parcel Number: 3. Installer's Name: ��e �rI $iy% �• % �%a� p �,Qi'li'/ Com. ' 3 'r. 4. Is the site currently under permit? Yes[ v] No ] Permit No. Q 1-1�7f 5. Is the site an existing site? Yes[ ] No[✓r (If yes, furnish two plot plans). 6._ What is the electrical rating of the. mobilehome? -)5 Amperes. 7. What is the mobilehome site circuit breaker rating? 12S Amperes. . 8. What is the electrical rating of the mobilehome site? 2 Amperes.. 9. Is the main service remote from the mobilehome site? Yes[4 No[ ] If it is, what is the rating? 260 Amperes. 10. Is there any other electric load to be served by the mobilehome site electric service (i.e. well, garage etc.)? Yes[kf No[ ] If yes, please identify the load and size: a) The mobile home site: Load- Amperes- p b) The main service: Load- . Amperes- 11. ' Type of gas service at mobilehome site: Naturalf; ] Propane( None[ ] 12. Size of., gas pipe at the mobilehome site from the meter or tank: 3 inches. 13. What is the gas pipe length from the meter or tank to the mobilehome? 14. What is the mobilehome gas demand? 1 d 1�D6, • B.T.U.* *(This information is not required if the pipe length is less than 6 feet on natural gas or less than 50 feet on propane). May 1995 8.5 9 Width: a �/(ft.) Length:_�L6 (ft.) Tagalong or Expan _- _' do Size_� (ft.) N --(ft.) On 9F mobilehomes manufactured after October 7, 1973, furnish rnan6&durir's installation manual and structural setup sheets. FOOTINGS: Wood pressure treated or foundation gradeVr(Mer- SUPPORTS: Concrete blockV4 Other: Provide Tie Down Specifications for A Mobilehomes: 106e Pier Footings Sizes and Location SINGLE WIDE MULTIMME Line I Line Line2"*--. .................. " I '. .......................................... .............................. Main Beam .............................................................................................. 2 Line 2 Line I -------- fUne 2 ................................................................................................ e 2 Main Beam ................................................................................................ Li Line I. .................................. .............. e5 Tag or Triple 4 ................................................. F ine I L Line 1 Piers: Size minimum: r 1"2-1 x Spacing maximum: I From ends -maximum] , Line I Openings Size minimum: x [a4/]. Each side of openings, with width over: Line 2 Piers: Line 4 Piers: Size minimum: x [3p]. Size minimum: I ]XI I Spacing maximum: C' 6 Spacing maximum: I From ends -maximum. 0 From ends-maximum:l Line 3 Roof Loads�.:�3 Size minimum Location (from front): Line 5 Roof Loads: Size minimum: Location (from front): OVER School District A.P. Number Property Owner ••r - ••�•'''y�-n.r�'•r..'t'y:.+"r+aril"'7+�;t'^?rMC�..tiS1C'FN1�"N'i�'.�r"�+fry"irS.�r'K`✓CSAd}uT��+F+.•*a.rrt•-�4;;.fr.��/''`'"ti�,�„«.r""'^'Y`vv.-w �.�,.�.,��..... - BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) t Building Department No. Jurisdiction: 0 City , County I'LI A - !Z c'31-7ti-Y T_ Property Location/Address 0-L 0 2 / �1 `" (� 4 1-c !- & rj h " U'i >L Li Subdivision Lot No. Residential Development Sq. Footage ri No of Living Mobile Home Addition 'Supplemental to (Group R) Units Installation Conversion Permit # ` '(No foundation inspection): .................................................................................................................. Commercial/Industrial /1 New Addition Building ,(door mans reviewed by School Dis District Identification No. 990121 1 ( -46—School District certifies that ..Sq. Footage (Including Exterior Roofed Areas) A Date Personnel) (Appi - Icanw 6'4 iSIFeitt Address) (Phone Number) CA11 i � -C •'" t r-•: (City) I J has complied with the requirements of Resolu{on No. repres/enting ��44- square feet. 4 l/ l/ I I I, School District Representative Paid by Check # Remarks: (State) (Zip Code) by payment of t AB 2926 S FULL MITIG4,TION $ ..A...... Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis (10%98)dmm r A.P. # OWNER PERMIT # _ 0 MH UTIL. CLEARANCE ATE S-` �--F IT. INSPECTOR AV ELECTRIC GAS SUPPORT STRUCTURE COMPACTION TEST REQ. SERVICE OTHER PIPE SIZE LOAD TYPE SIZE LENGTH YES NO YES NO . ^aK Date All Ao Inspector'i If REV 10/92 3 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT.�SERVICES, 1469 Humboldt Road, Chico, CA - (9161 89.1=2751 ,^I r 7 County Center Drive, Oroville, CA - (916) 538-7541 747.Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE F 41Yjc ' OWNER PERMIT NO. =i s —P A routine inspection indicates that the following violations of Butte County Ordinances exist at ` -? the above address and should be corrected. Please notify 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� 14- . ^aK Date All Ao Inspector'i If REV 10/92 3 lr�.1; �"� y �.. ��� ,�rriiGZ ;.'� �=•a �1s��uia>':li�9r����`�...'�2.`�'�'�-:`��1.aalilW:l�Ntl[•r�i4ii.• 1�'.;.�� 7—' ..�,�.`1 �w . MOBILEHOME INSTALLATION ACCEPTANCE COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION --7 COUNTY CENTER DRIVE OROVILLE, CA 95965 --PHONE (916) 538-7541 APN: PERMIT NO.: Owner's: Name: Owner's: ` P C� Address: . 7 _3 Mobilehome , ! Year of J Manufacturer _ C.(_ 0 A t• 6 _ Manufacture:23 Serial number J } 7 / "`� Insignia or C( or V.I.N. / / L--�� HUD number: Official approving installation: Date: -� i r i If the mobilehome is oved or located, the mobilehome installation acceptance shall become invalid. This form shall not be used when the mobilehome is installed on a foundation system. 513B White -Owner, Yellow -Installer, Pink -Bldg., Gold -Assessor is completed. If you have any questions pertaining to this matter, or need additional explanation \Allt Date Inspector REV 10/92 'rte .34 -COUNTY OF BUTT, ;K BUILDING DIVISION 3 DEPARTMENT OF DEVELOPMiktSERVIICES 1469 Humboldt Road, Chico, CA -1$16) 891-2751 t: -•� 7 County Center Drive, Oroville, CA _-(916) 538-7541 �t 747 Elliott Road, Paradise, CA - (9,16) 872-6307 CORRECTION NOTICE TM _ 076Z OWNER PERMIT NO. =s 't. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work ' is completed. If you have any questions pertaining to this matter, or need additional explanation \Allt Date Inspector REV 10/92 'rte .34 7 C.�uncf Cancer Drive, Oroville CA 95902 Phone: 916-538-7541 JIM MAYBERRYs„ 2484 OREGON GULCH OROVILLE, CA 95965 RE: PERMIT APPLN FOR MOBILEHOME UTIL/97-1408 DATE: 3/24/98 A.P. # 041-52-0-032 With reference to the above subject: Attached is: Application for permit Building Plans Engineered Calculations Owner -Builder Verification Fm Mobilehome Utilities Installation Sheet Mobilehome Installation Information Sheet Typical Plan Sheet List of Codes Enforced We need the following information prior to permit processing and/or issuance: Permit application signed and completed where indicated with all copies returned. Plot plans, 3/4 sets, signed by preparer of plans. Complete plans, 3/4 sets, signed by preparer of plans. Engineered plans and calcs, 3/4 sets, with wet signature on plans. Hazardous Material Form Energy Design Compliance and supporting documentation. Statement of Intent for Non -Heated and A/C Buildings. Engineered truss details and layout in duplicate. Mobilehome data and manufacturer's installation instructions, 2 sets. Fees of $ - ,-payable to Butte County Treasurer. Impact fees paid. California Department of Forestry plan approval/fees. F.E.M.A. National Flood Insurance Program Elevation Certificate prepared by a licensed land surveyor, architect or engineer. Sanitation and plot plan approval Health Department. City of Chico plumbing permit. Plot plan and business license approval from City of Biggs/Gridley. Planning approval for Land Development (a) Improvements (b) Drainage. Driveway permit (approval of construction required prior to occupancy). Contractor's license information (No. Name Style, Class) or exemption statement. Owner -Builder Verification Form. xgRecorded copy of Agricultural Acknowledgement Statement. Letter of signature authorization. Copy of recorded deed of parcel creation and 60' right of way to a public road. Letter of intent on building use. Mobilehome utility clearance. Documentation of legal access. Documentation of 50% subdivision developed or (a) Road improvements completed and (b) Parcel meets zoning area and frontage requirements. Existing violations /expired permits resolved. Pian check list data and revisions. sets of plans in accordance with changes marked in red. Copy of recorded 60' right of way to a public road Other-: PLEASE OBTAIN THE ABOVE ITEM AS SOON AS POSSIBLE SO THAT YOUR PERMIT Should you have any questions concerning the above, please contact of this office. . Yot�s veru t1rG7.v, Mitkyael C./ Vieira, C.B.O. MCV:ahb Man ger, Building Inspection NOTES RESIDENTIAL PERMIT 1 C 041-520-032 99-0703 MAYBERRY; Jim - - 2475 Oregon Gu:;h Road, Oroville Contr: Warner Mobile Home i Replace BP#97-1408 ( W744 I_r4) q_ 2_20da SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) r Signature ko ,r RESIDENTIAL PERMIT 1 C 041-520-032 99-0703 MAYBERRY; Jim - - 2475 Oregon Gu:;h Road, Oroville Contr: Warner Mobile Home i Replace BP#97-1408 ( W744 I_r4) q_ 2_20da SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) r Signature ko ./"= OK 0 = Not OK = Not Applicable = Not Ready MOBILE HOMES Date ' MOBILE ME UTILITIES (Plans) OK except #'s 2. onin . equirements-Setbacks-Easements 3. oils pecial MH Support Sketch 4. ewe Location -Test -Fall -C/O -Concrete e-19a_teL;.l=ocation-Test-Easement Needed (Sketch) 5. ectricity; Location-Clearances-Grnd-/ /Amp -Concrete 10. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"ft./ ( /'LPG 7. Well ance & Disconnect Ext.; Steps -Doors -Landings tility Clearance r Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal 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; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rttrs.-Con nectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels ,i Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability i 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater i; 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- 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 (; Date Underfloor (Plans) OK except #'s Hangers -Post Caps -Anchors -Connectors 1. Zoning -Setbacks -Easements -Flood -Slope Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Ring. 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 5. Stemwalls, Main; Steel-Blockouts-Wrapped Garage Fire Protection Framing 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Property Line Firewall & Openings 6a. Hold Downs and Special Anchors Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 7. Slab, Steel -Wrapped Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 8. Piers -Fireplace Ftg.-Steel Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Siding -Nailing Veneer 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 11. Water Pipe; Test -Anchors -Regulator -Service Test Glazing Area -Glass Protection -Skylights -Plastic 12. Electric Underground Shear Walls; Nailing -Bolts 13. Plenums & Ducts; Clearance -Material -Support -Ins. Brace Interior/Exterior Wall Panels 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Insulation -Walls -Ceilings 15. Access & Ventilation Infiltration -Walls -Windows 16. Insulation Date Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 17. Water Htr.; Vent -Access -Combustion Air Baffle Smoke Detector 18. Water Pipe; Test & Anchor -Nail Protection Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection Bedroom Exiting 20. Shower Pan; Test, First Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 21. Test Tub & Shower, Second Floor -Tub Access Elec. Trim & Subpanel, Breaker Sizes & Labels 22. Gas Pipe; Sixe & Anchors Stairs & Rails 70. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Elec. Outlets & Receptacles at Kit. Counter 23. Fixture & Transformer Clearance -Ins. Protection Garage Fire Door; Swing -Landing -Closure 24. Elec. Receptacles Spacing -Lights & Switches at Doors A.C. Duct in Garage -Damper 25. Size Boxes & No. of Conductors Stapled Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 26. Romex Installed Close to Edge of Studs & C.J. Plb., Elec. & Mech. Equip. Listed for Location 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Elec. Receptacles in Garage (F.F.I.)-Romer. Protection 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Insulation -Foam -Looked in Attic 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At Guard Rails & Deck Construction -Post Caps 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral O Yes O No Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 31. Service -Riser Conductors & Ground Main Disconnect Clearance Looked under Floor Q Yes 32. Equip. Clearances Panels-Motors-Mech. Equip. Following Insild./Drive :) Yes J NoMalks J Yes :1 No/Planters ] Yes '] No 33. Clothes Closet Light -Shower Light -Spa Light Stucco Brown -Finish 34. Smoke Detector A.C. Unit Disconnect, Electrical -Plumbing 85. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Ventilation Throughout House 35. A.C. Ducts Insulation & Support Glass Protection 36. Vent Fan, Exhaust above insulation Corrections from Previous Inspections 37. Condensate Drain & Overflow, Size & Grade Gas Test -Meters Tagged, Gas -Electric 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Water & Sewer Connected -C/O to Grade -HD Approval 39. Attic Access & Platform if Furnace in Attic Energy Compliance Certificate -Other Certificates 94. Address Posted Date Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 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 jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Ring. 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.)-Romer. Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes 82. Following Insild./Drive :) Yes J NoMalks J Yes :1 No/Planters ] Yes '] 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: COUNTY OF BUTTE Oroville, California GENERAL CLAIM CLAIMANT: JIM MAYBERRY ADDRESS: 2475 OREGON GULCH RD. CITY & STATE: OROVILLE, CA 95965 DATE OF CLAIM: 4/1 9/99 SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERV/CES IMPORTANT -- SEE INSTRUCTIONS ON REVERSE slnF DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT WORK NEVER STARTED. (AP#041-520-032, BP#97-1408 & 97-1409, RECEIPT #224129, DATED 7/2/97, OWNER: JIM MAYBERRY. TOTAL AMOUNT PAID $758.00 RETAIN PLUMBING PERMIT FILING FEE $ 20.00 RETAIN ELECTRICAL PERMIT FILING FEE . RETAIN SRA PLAN CHECKING & INSPECTION FEE 89.00 RETAIN SHERIFF DEVELOPMENT.FEE $350.00 TOTAL AMOUNT TO BE RETAINED $537.00 TOTAL AMOUNT TO BE REFUNDED $221.00 TOTAL $221. 00. performed or delivered, and that this claim is true correct as stated. I, the undersigned, declare under penalty of perjury that the services or articles claimed have biad ted this day of 19 , at ,Calif. ' Sighature of Clai t I, the undersigned, hereby certify that, to the best of my knowledge, the services or ardc s specified above h ve been erformed or delivered and that there is a Budget Appropriation I I or Specific Board Approval I ) (Check one) for.( or a e. Dated this 15TH day of APRIL , 19 99, at OROVILLE ,Calif. Dep rtment Head or Authorized Deputy Dept. Code Exp. Code PAYABLE F OM FUND Dept. Code Exp. Code PAYABLE FROM FUND Dept Code Exp. Code PAYABLE FROM FUN DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. FOR BUILDING DIVISION USE. I� Receipt Information:- . as 1:)-Iq 7 72 Number: Date: Issued To Amount: Fees' Retained: Processing Fee: $S Bldg Filing Fee: Plb Filing Fee: Elec Filing Fee: Mech Filing Fee Energy P/C Fee: r,/Plan Check Fee: Inspection Fee: SRS /C, Total Amount Retained TOTAL REFUND DUE $ $ .6D $ --30. CO— REFUND CLAIM APPLICATION CLAIMANT'S NAME MAILING ADDRESS ASSESSOR PARCEL #: RECEIPT NUMBER(S) Request a refund ofI fees paid, on the pbove receipt number(s) for the following reasons: ,D�.Y'Vi-1 i -t- 4�SLlOt V-P(�71 �(1� ��►n n,� � 17� �,i �l'2 � t/)[1�1..P Please refund any applicable fees in the following categories.: (Check those, categories which you wish to have refunded.) ((Building Permit Fees ( ) Sheriff Fees ( ) SRA Fees (CDF Fire Planning) ( ) Urban Area Fees Disposition of Plans: ( ) Plans returned to me at counter ( ) Please mail plans to me at above address. r ( ) Please dispose of plans. SIGNATURE DATE PLEASE DATE AND SIGN THE ATTACHED COUNTY OF BUTTE GENERAL CLAIM FORM. DO NOT COMPLETE ANY OTHER INFORMATION ON THAT FORM. I CQUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES-BUILDINGD SION 7 County Center Drive - Oroville, California 95965 -Telephone (916) 538- 41 PERMIT NO. (Re v.12/96) APPLICATIbN-AND PERMIT ASSESSOR PARCEL NUMBER 041-520-032 FR ZONING BUILDING PERMIT OWNER M M TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 2475 OREGON GULGH ED CONTRACTOR'S NAME OWENR TELEPHONE ' CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Flin Fee $ Permit Fee $ 23.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 2475 OREGON GULCH RD Energy Plan Checking Fee $ $ PERMIT FEE S23-00 LOTNO. SUBDIVISIONS NAME Py MAP (! PLUMBING PERMIT Fling 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 IN Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home is @20.00 PERMIT FEE SRn nn ELECTRICAL PERMIT Fling Fee 20.00 Main Service ..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..11N. 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. ❑ 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. ❑ 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 Main Service 200A To I000A 46.00 NEW CONST. DWELLING OCCUR So OR ADDNS. ( 8 ACC. BLDS. 3.50FT, NEW NON -R SrID. MULCTI-OUTLET1. 97,50 SINGE OUTLPOWER APPARATUS ET CR. 20 @' 00 Ex. Occup. ourLETOR FaTUREs BAL @ .50 Ex. Occup. ouTLEE, RF...SID.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 63.00 PERMIT FEE S MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S 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 rthwith co ply with hose provisions. X _ Date 2 —_ Signat a of pplicant - w er Contradthr ❑ Agent An O A permit is require for exca ations over "deep and demolition or construction_?,�„gl of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE OT FEE $ V6,6. 00 HAZ. z. ID. FE IM FLOO CDF PARC PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte Coun Code and/or Resolutions to do work indica bo a for which fees have been paid. By Date A c� PERMIT EXPIRES ON _ 31� /— Date Receipt No. 224129 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT z ,/, T�7 �lM�"'�"�.�,TrY,+I,✓/�.•.'iT't'1�—�{�`'��YY',4iH� `�.>i',r`."�,.•.'�r����,�{�w�IT"'!j({�ri•`F"Y�d�Yl++"Y��4'M" TIVT'fF'R'�P'(�'� COUNTY �, FBUTTE DEPARTMENT OFDEVELOPMENT�iRVICES - BUILDIN DIVISION ` 7'COUNTY CENTER DRIVE - OROVILLE, CALIF401041A 95965 - TELEPHONE (916) 538- 541 r PERMIT APPLICATION DATA SHEET 10 OWNER: * ASSESSOR PARCEL ER: Proposed Building se: Building Inspector: Date: _ At time of permit'application, I was wised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted .---------------------- --------------------------]°J ------(Y=-------------------------- ❑ 2. Plot plans, 3/4 ets, signed by the preparer of plans; ----------------------- -=----w--------------------------- 03. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown'on plans.-------- E15. ------- ❑5. Engineered truss detai is and layout in duplicate (required prior to plan review) No'faxes! -k ---------------- i >6 .(fir' ; 06. Energy Design Compliance and supporting documentation. -----------=---------------------------------------- El 7. ---------❑7. Statement of Intent for, Non -Heated and A/C Buildings. ------------------------------------------------------------- El 8. ---------------------------------------------- ----❑8. Hazardous Material Form. 9-------------------------------------------------- 0 9. -------------------------------------------------❑9. Manufactured Home data and installation instructions including Tie Down Specifications ------------------- DI 0. ------------------❑10. Fees of $------------------------------------------------------------------ ant= ------ -'- -- ------------�-- ' ❑ 1 Impact fees as shown on the attached schedule. ----- ------------ - /�--� -CaliforniaU alifornia Department of Forestry plan approvees. ------L- - 7 ❑ 13. Flood elevation certificate. ----------------------------------- ----------------------------------------------------- 14. Sanitation and plot plan approval Health Department. --------------------------=----------------- 0 --=--❑ 15. City of Chico plumbing permit.--------------------------------------------------------------------------------- O 16. Plo plan and business license approval from the City of Biggs.----------------.�----------------------------- ❑ anning approval for (A) Use: (B) Parking: -------------------------- 16 1 . ContacvI�and Development about ❑ Improvements, ❑ Drainage, Legal Parcel. ----------------------- �� ❑ 19. Encroachment Permit for` driveway construction approval prior to occupancy) - ---------------------------- tt ❑20. Pre -inspection for required. Request to Building Inspector on (Date) 021. Contractor's license information. (Number, Name Style, Classification). --------------------=- "- ---- --- ❑22. Workers' Compensation carrier and policy number. ----=--------- =--------(---------------_------------,---jf----==�r ❑ w 23.Owner-Builder Verification (Given to oner ❑,' MailedItoowner.0),______________________________________ ❑ 2 tter of signature authorization. -----------------------------------------------------------------------=-------- Recorded copy of Agricultural Acknowledgment Statement. --------------------------------- =---- ❑26. Letter of intent on building use.---------------------------------------------------------------------------------=- ❑27. Manufactured Home utility clearance.----------------------------------------------------------- ❑28. Existing violations, and/or expired permits. --------------------------------------------------- --,,------=---__----- 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ E130. Other: ��Whhe�en you issue the permit, rocess llows El Mail to owner, ❑Mail to ontractor:"" l�`Telephone 6 � and hold for pickup at office. 11 Deliver with inspector. Applicant ate:-'� 71 Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Airyollution Date: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ 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 o phone, ❑ mail, ❑ Building Divisiowcount&—tY--Daf'e:"1— —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: YESX NO ❑ 2. I HAVE* HAVE NOT ❑ 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: ArDRES, ., . CITY: PHONE: 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: CITY: PHONE: 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 ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SECURITY NUIViER: ; DATE: NOTE. This Owner -Builder Verification is required by Section 19831 and 198.32 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORMATION Dear Property Owner: 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 party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do yo own work,th the exception of various trades that you plan to subcontract, you should be aware of the followin uiformation for tour benefit and protection: t If you employ o otherwise engage / persons other than your immediate family, and :he work (including materials and wher costs is $300 or more the entire pcoject,'and such persons are .-ov Hcensed as contractors or subcontractors, n yo�may e an employer. ♦ If you are an emplo, , , u 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. t rely, Mic el C. Vi ira, C.B.O. Ma ger, Building Inspection NOTE. This Oiener-Builder Information is required by Section 19830 of Me California Healtlr and Safety Code OVER COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SER rS- BUILDING DIVISION 7 -County Center Drive - Oroville, Cajifornia-95965 - Telephone (916) 538-75415? ' Zgm (Rev. 12/96) APPLICATION AND PERMIT ll__ ASSESSOR PARCEL NUMBER 041-990-032 ZONING5 FR BUILDING PERMIT OWNER JIM MAYBERRY TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 2475 OREGON GULCH RD CONTRACTOR'S NAME OWNER TELEPHONE ' CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS ' Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 23.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 2475 OREGON GULCH RD Energy Plan Checking Fee $ OROVILLE $ PERMIT FEE $ 43.00 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 pumpwater heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ /'� Describe Work: j`�TL /—LQ� Gas piping system 1- 5 outlets 15.00 Building sewer 15.00 Mobile Home 191GFW 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 R LESS Main Service 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.POWER 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. 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 TO ,000A 46.00so NEW CONST. DWELLING BLDOCCUP. OR ADDNS. ( a A.C. S. SO 3.50 FT: NEW CONST. MULTI -OUTLET NON-RESID. C cI c @7.50 APPARATUS d SINGLE OUTLET CIA. Ex. Occup. OUTLET OR FIXTURES 20 @ 1.00 BAL Qa .50 Ex. Occup. OUTLEEDTs AFWSIODEA 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' 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.) 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 �`9�_ Signatu a of Applicant - 1$1Owner-Contra r ❑ Agent An OSHA permit is required for excavat r over 5' deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ 19-0.00 Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 143.0 HAZ. D. FEES M FLOOD CD PAR Po D SSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receipt No. 224129 WHITE-D.O.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT '�s'�'-\ru:r.—,�,,..ti."�Y�rF���'-'1�"`t`x�rT^�•t'+.'v.'�i..�,;...«{�ir� r.,�, 4" !' f.�y-': .�-'riFr``�}�•'vw ° �'`�•`"�1"���'��*';-.�'�. ;c �. � a .- COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFOR+AIIA 95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL ER: (�% —-0 —6 v� Proposed Building Use: Building Inspector: Date: % At time of permit application, as dvised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted ----------------------------------------------------------------------- 7 -------------- ❑2. 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. -------- 11:3 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ E16. ----------------- ❑6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------=----------------------- V�<Manufactured Home data and installation instructions including Tie Downtions.------------------ ❑ 10. Fees of $ ------------------------------------------------------------------------------------- KImpact fees as shown on the attached schedule. ------- ❑ 12. California Department of Forestry plan approval/fees. P 13. Flood elevation certificate. ------------------------------- ❑ 14. Sanitation and plot plan approval Health Department. ------------------------------------ Ell 5. City of Chico plumbing permit. ---------------------------------------------------------------------------- ❑i�'Pl lot plan and business license approval from the City of Biggs. ---------------------------------------- ningapprovalfor(A) Use: (B) Parking: ------------------- Contact Land Development about ❑ Improvements, ❑ Drainage, dLegal Parcel. ----------------- 1:119. ---------------- ❑19. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- ❑20. Pre -inspection for f' required Request to Building Inspector. on ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------- 022. workers' Compensation carver and policy number. ------------------------------------------------ 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - --------------------------- 024. Letter of signaturea orization- ---------------------------------------------------------------------- 025. Recorded copy, of gi t11 Acknowledgment Statement. --------------------------------------- 026. Letter of intent on building use. ------------------------------------------------------------------------ K 27. Manufactured Home utility clearance. ----------------------------------------------------------------- !❑28. Existing violations and/or expired permits.----------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 1130. Other:------- Wh you issue the t, processlows El Mail to owner, ❑Mail o c tractor. elephone 63—/07r] and hold for pickup at� office. ❑ Deliver with inspector. k 030 VM Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air llution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ;, 7 ❑ Plan Check List 2. Additional items required: 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: i 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. (Date) `"� �np:•1i'a�.•:: +,fs 'F:r4�x` w.r •+c: �, .., ".M777 .,,,..eary, �+, fo - 7 F140 i 4 1 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE -"OF FEES DUE , OWNER AM A. P. #' ;nz # PROPOSED BUILDI G USE DATE REC #'. DATE REC 1. BUILDING PERMIT FEES -- Balance Due ............... $ . -- Additional Fees Due ........... $ -- Additional Fees Due ............ $ -- Revised Plan Checking Fee ....... $ L�2. SCHOOL DISTRICT FEES - (paid at District Office) SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 =.$ Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Resid6i tial (per unit) . x = $ , #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $425.00 (paid at Building Division) ' • SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) q 7 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at'Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. kPPLICANT(2 J0, DATE p2 �� Original -Owner Copy -Budding Div. Ili (Rev. 12/96) afECK SPECIAL CONDITIONSI M • Ma I gE pA 1p ITHE gIING I UNLESS OTHERWISE —1. Submit a plan of the existing on-site mature trees, located in the proposed for building and driveway area prior to grading or vegetation removal. Minimize the removal of mature trees, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced by planting replacement trees of equal number and not less than _ gallon size.:. _2. Prior to the commencement of grading and/or construction activity, all individual or groups of oak trees which are to be retained as part of the project, shall be fully protected through the use of root protection zones (RPZ). During construction, RPZs shall be established using protective fencing enclosing an area with a radius 1.5 times the distance from the trunk to the dripline. Within this protective buffer, no grading, trenching, fill, or vegetation alteration of any kind shall be allowed The RPZs shall be maintained after the completion of construction in order to continue to protect the oak trees, but the fencing shah be removed. _3. Fencing for areas other than residential areas shall be limited to a maximum of 5 wire strands. The lower strand shall be at _ least 16" above the ground and the upper strand shall be no higher than 48" above the ground. – _4. Pay the required CSA 87 Traffic and Drainage Mitigation fee of $2.500. _5. Prior to any clearing, grading and/or construction in a Federal or State identified 100 year floodplain and/or streambed the following entitilements mtut be obtained; a California Fish and Game 1604 Streambed Alteration permit and an Army Corps 404 permit or exemption certificate. _6. Pay the current West Chico Fire Station Fee of $75. —7. Pay water tender fees in the amount of $200 to Battalion Number of the Butte County Fire Department. —8. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. —9. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish 8t Game at 916-355-7010. —10. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $750 as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to dte Planning Division. _ 11. Provide information showing that proposed construction will mitigate exterior sound levels to a 45 dB interior level. —12. l 4. K:\BLDG014.FR.M 7 BUILDING PERMIT SITE PLAN CHECKLIST APN: C - -2, t a Building Permit No.: - d-70 Proposed Use: SFD O MH O Res. Accessory ❑ Ag. Bldg. O Commercial ❑ Industrial'Cl Other: Zone District: p' r� General Plan: The Proposed Use Is: Permitted: Not Permitted: Requires a Use Permit:. Requires a Minor Use Permit: Requires an Administrative Permit: Accessory Bldg. Use: Parcel Created By Ma ? No: Yes: Book/Page Vf'^ U —� Z Map Conditions? No -.S<, Yes: , See reverse side Use Permit: Variance: Dev. Agreement: Applicable Setback Zoning Code Streets & Hwy. Fire Prev ntion Subdivision Map Front e2 0 el(_ Side i 0 J Side, street -�-, Rear ) Q O Height — -cl Parcel in Land Conservation Agreement? No:� Yes: , Check Use Parcel in North Chico Specific Plan? No ---!� Yes: , Check NCSP Zoning Parcel in Floodplain? No: 7C Yes: , Zone: Panel No.: ®%o0 I Parcel in Enterprise Zone? N0`2 --L Yes: , Check Use Commercial/Industrial Uses Parking Requirements: OK as shown Other. Landscaping Requirements: OK as shown Other Comments: Reviewed By: Date: And when recorded mail to: Building Division #7 County Center Drive O rovi l le, .Ca. 95965 COPY of Document Recorded 31 -Mar -1998 1998-0012239 Has not been compared with original Butte COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals. including. but not limited to herbicides. pesticides, and fertilizers: and from the pursuit of ?gricn!tural operations including, but not liruted to cultivau'un. plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise. and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience -or discomfort from normal. necessary farm operations. All that real property situate in the Coun-L of Bu, e, tate of California, described as follows: -.-- k -c0 k7- o i Date: State of California County ofNittc ) On 72) ) I �('I'' before me, �...� OWNERS: LAURA J. STEVENSON Commisdon 1104: 1Ah CPS) Notary PubNc Butte County. Celltomia My Commisdon Exp. OCT. 9, 1998 Jimmy D. Mayberry Cynthia S. Mayberry personally appeared ` i m cm' L. Lod L' rr r personall- known to me (or -proved -to -me on t e basis of satisfactory evidence) to be the person(s) whose name(s) iso—re '.subscribed to the within instrument and acknowledged to me that helsho�ty, executed the same in hiAwh the authorized capacity(ies), and that by hisiherLlcsienature(s) on the instrument, the person(s) or the entity upon behalf of which the persons) acted. executed the instrument. WITNESS my hand and official seal. Signature _ y/11!'01 i.2 _ ,�lJC/ y "1�.:y "� Seal: - A.P.# LA I STEV-ENSCN t�selon f 10423P', +r,pubNC[�ounty.�mmByahi�s bsb.aoZOR lgemuoOa 10 Yq(D+) eam i -w - Bee i 8eei-7sn-ie d4bw b9zsq*oa nssd Ion esH isnipi'm RSCR003R YTKU00 91Ja8 File No. VSec. N�`r" ,,rC'•--jf For Action 1, 2, 3) Dept. (For Information ✓ ) Rd. & Br. Mtce. Shop & Yardste t Bldg. Insp. Admin. Design Engr. Bridge Engr. I Constr. Engr. 1 Surveys i Mapping 1 Transp. 1 I i I Land Dev. Drng. /S.I. f � Sub. & Pcl. Maps 1 t jf its I Addr. it s.- Paula Baker 2475 Oregon Gulch Rd. Oroville, CA 95965 RE: Permit Requirements 2475 Oregon Gulch Rd. Oroville, CA 95965 Dear Ms. Baker: November 17, 1989 A.P. #41-52-32 This is a warning letter to notify you that you are in violation of the Butte County Code at the above referenced location as follows: Installed a travel trailer without the required permits and inspections. Since permits and inspections are required for the above work, please contact this office within 10 days of the date of this letter, submit two complete sets of plans, apply for the required permits, and pay the appropriate fees. All work must stop until these permits are issued and you are authorized by our field inspector to proceed. This field authorization cannot be made until the existing work is inspected and approved. Please be aware that Butte County has entered into a Code Enforcement Program that seeks voluntary compliance with the Butte County Code but provides an effective means of enforcement if such compliance is not obtained. If voluntary compliance is not obtained, enforcement will be pursued through the issuance of citations, fines and the recording of a Notice of Violation. Your cooperation in resolving this matter would be appreciated. Should you have any questions concerning this matter, please contact this office: .rFc:aaj cc: Assessor Building Inspector Yours very truly, William Cheff Director of Public Works J. F. Glander Chief Building Inspector �lo/ash-� I � shF �E�c1�c( 4o Evig �—�Q V,'� I S Cc 6vt©�nr'�toLsrN 1 k>Ul F n YO COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSEqr PARCE NUMBE OWNr ZONING BUILDING PERMIT r TELEPHO $Q, FT. OCC. BUILDING VALUATION O R' A LING DRE 6 O R C DR'S AM E - 1 TEL EF HONE C NTRAC OR'S MAILING ADDRESS Fireplace CON AY LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS ARC 1 ECT OR ENGINEER LICENSE NO. Filing Fee $ Permit Fee Plan Checking Fee S $ — ARCHITECT OR ENGINEER'S MAILING ADDRESS BUILDING ADDRESS Energy Plan Checking Fee $ Penalty Permit fee $ $ PLUMBING PERMIT Filing Fee 10.00 Vfffal 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 r SF [I Duplex[] MobilehomeK Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G 0.00e TYPE OF WORK New[] Addition[] �Re'model❑ UtiliitiiesR I ta11 ti El Other❑ Describe work: _ / i,Q V t? 1 7—r\0 I (�-V-1- Permit Fee 4 Contractor t E ICA P99'914T i 10.00 r Main service 1100V OR LESS 100 AMP OR LESS /D O 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 ❑Ex. I, as the owner, or my employees with wages as (belt 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 Main service EA. ADD'L 100 AM 2.50 NEW CONST. DWELLING occ OR ADONS. ( ACC. BLDGS. NEW CONST RULTI.OUTLET NON.RESID BRANCH CIRC ITS 1/a2sgft� 2.50e (POWER APPARATUS bl SINGLE OUTLET CIR. i Ex. OCCUp(OUTLETS OR FIXTURES 20070¢ ewLO 30¢ OCCU FIXED APPLNS. OR P• OUTLETS (RESIO.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ 1 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 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%Iee 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 Hood 3.00 n. $ 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 relatingpection building construction, and hereby authorize representatives of the Countyot to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte againstTOTAL liabilities, judgments, costs, and expenses which may in any wa,r accrueZ against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner ❑ Contractor ElAgent 1:1work An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. e Installation Fee $ Feeto 0.. ST TYPEButte FEE $all CUA PARK SCHL FLD I PAR This permit is nereby issued under sions of the Butte County Code and/or indicated above for which fees DIRECTOR OF PUBLIC By PERMIT Fx Pi17FS ri?}P the applicable provi- resolutions to do have been paid. WORKS Date Receipt No. 1 WHITE-D.P.W.. YELLOW -ASSESSOR. PI4K-INSPECTOP, GOLDENROD -APPLICANT _ , COUNTY OF BUTTE 'x DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 n' 7 County Center Drive, Oroville — Phone: 538-7541' 747 Elliott Road, Paradise— Phone: 872.-6307 ORRECTION NOTICE RMIT 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. Inspector Date_ COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET Permit No. OWNER PI 1Lb A. P. N — 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: 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 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. 13. hoot Dist r'�pt fees paid. 14. Sanitation approval from 40 Q 1 � L 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. _1 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. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner 0). 4. Recorded copy of Agricultural Acknowledgment Statement. 25. Letter of signature authorization. 26. 27. When you issue the permit, process as follows: Mail to owner. _ Telephone and hold for pickup at office. Other Applicant Mail to contractor. —Deliver w/inspector. Date GENERAL INFORMATION BUILDING DEPARTMENT OFFICES HEALTH DEFARTMENT OFFICES Chico. . . . 196 Memorial Way Chico. . . . 196 Memorial Way Phone: 891-2751 Phone: 891-2727 Hours: 8:00 a.m. - 10:00 a.m. Hours: 8:00 a.m. - 9:00 a.m. Orovi I le . . . 7 County Center Drive Orovi I le . . . 7' County Center Drive Phone: 538-7541 Phone: 538-7281 Hours: 8:00 a.m. - 5:00 p.m. Hours: 8:00 a.m. - 10:00 a.m. Paradise, . . 747 Elliott Road Paradise. 747 Elliott Road Phone: 872-6307 Phone: 872-6308 Hours: 8:00 a.m. - 9:00 a.m. 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 'err+.`nl.,,.,r'.p:.1�r-YYr"�eS»ii•a•."^�r-ii�l."•:eS•�-.+'�..«ry..;>tiy'vyti-.�s1� ;�•. .. y s COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS.- BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541"� ' PERMIT APPLICATION DATA SHEET Permit No. OWNER 64t 12 0 A. P. -No.. Proposed Building Use -&;rBuilding 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 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 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 .................................................... 13. School Distri t fees paid .............. 14. Sanitation approval from t1f— 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: ...... r 18. Improvements may be required. Contact Land Development Section DPW _/19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required...Pre-Inspec. request to IBuilding Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance ................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................................... 26. 27. 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 Applicant Date Copy of plans sent Health Dept., Fire Dept., Other Date 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_—jnaiI—counter by .date Contractor, designer, owner, was advised of above required data by—phone —mai I—counter by date Plans checked by Date Plans approved by Sets of plans on hold in . File cabinet . AP folder Date Copy—DPW r ��-� - �-� -' s� N i COUNTY OF BUTTE - DEPARTMENT OF i 7 County Center Drive - Orovillt�', Calif&nia 95965 - TI APPLICATION AND PERMI' �`S Or =ARCE y UMBERZONINi ' TELEPHO SC N NG ADORES BUILDING ADDRESS � T UNKN LOT NO. SUBDIVISION NAME G 1 PA � EL MA USE OF STRUCTURE SF Duplex C] Mobilehomel�l Other r� SPECIFY TYPE OF WORK New❑ Addition❑ Remodel❑Utilities) I tallation❑ Other[] Describe work: Ti�cr VE: ( TA i 0-V-,- 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 Professicns Code for this reason 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. 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 or 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 wa,r 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 structures over 3 stories in height. Receipt No. Fin Tot Fil Pei PIE Enl Pe Pe V 1co n E f 3 YIC �Otl yz I sGrF mcedc-d fo a /)�// uo — j - tUIF Y'� (S C. tt�c��c'r•Gl oLs-iP ; cz�r'e-cc�y 0;1 f1i IS Y0 ,"`C -Y, y, Id /Lae yon, y 6L + Q e vl Cl int C C � - PLUMBING PERMIT Each Trap Solar or heat pump water heater Water piping Each qas water heater or vent Gas piping system 1 - 5 outlets Building sewer Mobile Homs S G Filing Fee j 10.o0 MMILS, l - mmm_ mmm_ MMEF Permit Fee Y q i Contractor E ICA Pt Mei rli 10.00 Main service j00 VAMP OROR LESS/Q O Main service EA. ADD'L too AM 2.50 NEW CONST. ( DWELLING OCC OR ADONS. ACC. BLOGS. 1/7 Tsq ft 7 ' NEW CONSTR ULTI.OUTLET NON.R ESID BRANCH CIRC ITS 2.50e /POWER APPARATUS 61 l SINGLE OUTLET CIR. / Ex. Occup(OUTLETS OR FIXTURES 20070e e ALS 30C Ex. OCCUp. OUTLETS FIXED P(RESID.)REA.� 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ t Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling Hood 3,00 Ventilation Permit Fee $ Contractor Mobile,Home Installation Fee $ Energy Inspection Fee g OCC CONST TYPE TOTAL FEE S HAZ CUA I PARK I SCHI I FLD I PAR PD I HO I ISSUE Th's permit is nereby issued under the appiicaole provi- sions or the Butte County Code and/or resoiutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date t SITE PLAN .............................................._ ... s• -, .. .. .. .. .. .. .. ... .. .. .................... .. .. ... .. .. .. .. .. ... .. ... .. .. ... .. .. ... ............... .. ... .. .. .. 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's•' date: Assessor's Parcel Number. ©� Q — ®Q — ®® 2❑ Scale: 1" Owner Name Address / Pho Site Location Contact: Name aACA 12cj Oro L(2 %)lAa ii { Phone Vim(- (0-1I14 - odeb..z+.2W3 FOR OFFICE USE ONLY Zoning: General Plan Desig: Size, Acres 4.00" ' PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: