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025-290-007
025-290-007 94-0873P,E(MH) PERKINS, DENNIS .&' ELIZABETH 736 VANCE AVE:, BIGGS ' MOBILEHOME UTILITIES ELECTRIC GAS LINE l,/2 COMPACTION TEST REQ✓ )o SUPPORT STRUCT RE 025-290-007 94-0874MHI PERKINS, DENNIS & ELIZABETH 736 VANCE AVE., BIGGS / MOBILEHOME INSTALLATION 025-290-007 PERMIT#94-1587- PERKINS, DENNIS & ELIZABET / 7J6 VANCE AVE- BIGGS ' OPEN DECK/MH ------------- 025-290-007 05-2383 -PERKINS; DENNIS- - - 736 VANCE AVE, BIGGS Cont: OWNER _M/H PERM FND (NEW) Ozs- Ze o-oo� 025-290-007 93=169 PERK NS, DENNIS qW s�ANCE AVE, BIGGS dwAGR-i—cnTI RAL EXEMPTION (PERMIT. TRACTORS d RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO:• BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 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. DENNIS W. AND ELIZABETH PERKINS REAL PROPERTY OWNER/LESSOR 724 VANCE AVE. MAILING ADDRESS BIGGS BUTTE CA 95917 CITY COUNTY STATE i 736 VANCE AVE. INSTALLATION MAILING ADDRESS, IF DIFFERENT BIGGS BUTTE CA 95917 CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 05-2383 (530) 538-7541 BUILDING PERMIT NO. TELEPHONE NUMBER SIGNATURE OF LOCAL AGENCY OFFICIAL DATE GOLDEN PACIFIC-CHICO DEALER NAME (if not a dealer sale, write "NONE") 1118851 DEALER LICENSE NO. GODEN WEST 2005 8918 720WS28443BHO6 MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMEWUMBER ALB03005905A/B 44'X 28' ORE480417/8 SERIALNUMBER(S) LENGTH XWIDTH INSIGNIA/LABELNIUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER 025-290-007 HCD FORM 433(A) REV. 8/91 WHITE- County Recorder CANARY - HCD PINK - Applicant GOLDENROD -Building Dept. FOUNDATION SYSTEM CERTIFICATE OF OCCUPANCY u BUILDING PERMITS NUMBER: 05-2383 Address or location of unit: 736 VANCE AVE., BIGGS CA 95917 Legal Description of Real Property: 025-290-007 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: DENNIS W. AND ELIZABETH PERKINS Owner's address: 724 VANCE AVE., BIGGS CA 95917 INSIGNIA OR HUD NUMBER: ORE480417/8 SERIAL NUMBER OR V.I.N.: ALB0300590RA/B MANUFACTURER'S NAME: GOLDEN WEST YEAR: 2005 OFFICIAL APPROVING INSTALLATION: DATE: PHONE: (530) 538-7541 H.C.D. 513C -STATE OF CALIFORNUI NUMBER:, .:. BUSINESS, TRANSPORTATION AND HOUSING AGENCY T MN O DEPARTMENT OF HOUSING AND COMMUNITY DEVELOP _ xr� V 7-43 15�- DSIOF COOES AND STANDARDS " e MANUFACTURED HOUSING PROGRAM tt : , •. ' T.r «., ..1 jai 7i/•_e+y .,V ��.✓r �YSs�.d/a ri w..-_. MAW . a.«..... CHECK IF THIS IS A DUPLICATE MCO -ENTER ORIGINAL MCO NO. I MANUFACTURED HOME OR MULTI -UNIT MANUFACTURED HOUSING ZLJ SFD (SINGLE, FAMILY DWELLING) ❑ MUMH (MULTI -UNIT MANUFACTURED HOUSING NUMBER OF = TRANSPORTABLE SECTIONS COMMERCIAL COACH: OCCUPANCY GROUP WMANUFACTURER MANUFACTURER NAME: LICENSE NUMBER: CM NAWFACTURING WES ,_. NE.tic -- - - - — - - - - - t - - MANUFACTURER ADDRESS: SUGGESTED RETAIL PRICE: S �a PACIF,C BLVD, S , Rt S\�'} OR 97?41 Ci) state (zip) ,MANUFACTURER TRADE NAME: MODEL NAME AND/OR NUMBER: 5-T,$-720wsZSy43et-Jo DATE OF MANUFACTURE: R OEt YR Mak�ST •a } ta �'rucac. A:ct.a�.� �.� • ,, , .,. ,NAME OF DEALER OR TRANSFEREE (OWNERSHIP TRANSFERRED TO): ' _ CALIF. DEALER NUMBER OR ' DATE OF NSFER: - GOLDEN NCIf tu-L:HICD TRANSFEREE DESIGNATION: DEALER OR TRANSFEREE ADDRESS: SVS W GARNER LK, CHICO, CA 95W3 :zi Ci State INVENTORY CREDITOR NAME: BE CC FETAL DISTRI-RlITIC;9 FIFACT .INVENTORY CREDITOR ADDRESS: RTTI�: PPE0BMR, P.O. SOM Q.40 , PALATM, IL 60094-43K, (Street) (City) State(zip) SECTION ^ " MANUFACTURER SERIAL NUMBER ' ' ` — HCD INSIGNIA OR HUD LABEL NUMBER LENGTH -WIDTH WEIGHT 1� INCHES INCHES (POUNDS) 1 ! P >GR A ORE' -t&^'.417 '.I'll?5, 4i + TRANSPORTER NAME: - ,TRANSPORTER ADDRESS: Street ..0 8mte'.'. - - ----- -----^zi• - ,OESTINATION FOR UNIT DESCRIBED ABOVE: 1•- -- �' ' - - �. -_-..y.....-.�. C' —(State . - ._. tea. _ ,._. �.. zip) ?I certify underdthe penally of perjury un_ er laws of the State State of Cal' that above facts aro true end eorred !E.ecutedon. !. (Date). is w�.• j'y` fY'rni� 7,y�yr,A� � (CRY) r t to (County) o:T (Slate) fi:i:7�•`F `. 1..�3 1 �.1 i . ��C . Y A 4 ,.�t , Al SIGNATURE OF AUTHORIZED AGENT: ` / Sly G►� DISTRIBUTION:' ORIGINAL (PINK `FORWARD TO THE INVENTORY CREDITOR, UNLESS THERE IS NONE, THEN FORWARD TO THE PURCHASER`(DEALER OR TRANSFEREE). ,,Di? t f COPY 1 (WHITE) 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. to' :'"3 "e 12 ? >+?¢•: �, Y w -- +COPY 3 (GOLDENROD) .TO BE RETAINED BY THE MANUFACTURER HCD'483.0 . Side 1 -'(7/97) ` NOTES ' RESIDENTIAL PERMIT NO. 025 290-007: 05-2383 • PERKINS, DENNIS 736 VANCE AVE, BIGGS i Cont: OWNER M/H PERM FND (NEW) s i SPECIAL CONDITIONS CHECKED BY SRA .-_ FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY--- - -- - -- - - - USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address' i GAS:. Date I Meter By 1 ELECTRI ate Meter By i JOB FINALED (Date) Signature 4 - OK 0 = Not OK ' . - N Not Ready �e MOBILE HOMES .I Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Sols; Special MH Support Sketch 3. Sewer, Location -Test -Fall -C/O -Concrete i 4. Water, location -Test -Easement Needed (Sketch) S. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete i 6. Gas; Location -Test -Wrap;-/ P L'fL P Nat or/ P L 'ftJ P LPG 7.' Well Clearance & Disconnect 8. Utility Clearance, na+P ram RA na+P i . rraTt R-1 t Date Card B-1 - Date , Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. ZoOrO. eguiremerits-Setbacks-Easements ' ;'Size -S ting-Mairiage Line G , MH Test -Demand -Valu -' ector ecticiiy; MH Test overs -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water, JAH Test-Regulator-Connectoe 7. r and Sewer Connected-CJO to Grade -HD Approval G d Electricity Tagged 9, -Tie Downs -Type -Installation Cert.. 10. Exits; Insp.-Sketch 11. Cert of Occupancy Date - 2 - 6 Cana B- Date Cann B-1 Date Coni -1 Date' Cana B-1 Date PER,YMENT END SYSTEM (ONLY) ( 7.9r V Zoning Requirements -Setbacks -Easements 2. Footings; S¢e-Spacing-Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve S. -Electricity; MH Test - 6. Water, MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged _ 9. Eft -10.' License Decals r 11. Verify #'s with Office - / Date Card B-1 Date Card B-1 .Date . Card B-1 _ Date Card B-1 G 61.eO s - n®C��d9��3/mss 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-Rfbs-Connectors Shthg-Frg-Bracing S. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6: Carports; Windows -Doors 7. Electric 8. Fnng.; Sips-AnctwrsStuds-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 tf'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. Sec.; Pod Ughting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries Terminals -Listed 7. Elec.; Bonding; Metal w/5'- irculating Equip. -Heater _ 8. Eleo.; 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..Ught Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 I - OK = Not OK = NdAppliatde = Mt Ready RESIDENTIAL (Single & Duplex) date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Sols-Elec. Gmd. / . P Ftg. Depth 3. Ftg., Garage; Sols-Steel-Elec. Gmd./ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 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 8-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins: Protection 25. Bec. Receptacles Spacing -Lights & Switches at Doors 26. Siie 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 -AC. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or AI Insulated Neutral 0 Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels -Motors -Meth. 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. Fumace-Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform 'rf 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-Puriin-Roll Brac.-Truss-Shting: Rtng. 49. Fireplace Ties or Type AFlue-Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdnn. 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 -Fre 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; Na)Ting-Botts 61. Brace Intedor/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 . Date . Card B-1 Date Card B-1 Date Cana B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71: Fireplace or Stove; Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. FOd. & 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. HV.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Meth. Protection 78: Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.El.)•Romex Protection 80. Insulation -Foam -Looked in Attic . 81. Guard Rails & Deck Construction -Post Caps 82.- Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor • 0 Yes 83. Following InsUdJDrive 0 Yes 0 No/Walks 0 Yes 0 Noi P tern 0 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: i .-COUNTY OF BUTTE. . BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive'* Oroville, CA • (530) 538-7541 CORRECTION NOTICE SJ OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at 4; the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional ? explanation, please contact the Building Inspector as indicated below. 'vh :A �Zo oh Date Inspector REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 ' aw rwr�. COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below �y+l 'Sw e' Date t — 7r, Sn� Inspector l ��- �' r- 1y . nT 4 s- >• REV 4/05 Phone # 57—? -S' - s'r FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 r y COUNTY OF BUTTE''' . . . .......... ...,. . BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE �GnIZ/A/s-3 j OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at t the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. Date r v Inspector REV 4/05 Phone # �3 457 FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: '(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BPO52383 R r. R,iarfinn vprmlt 01-16-04 no 1 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date :1���� N: 0255-290-007-000 provisions of Chapter 9 (commencing with Section 7000) of Division 3 of 111 I the Business and Professions Code, and my license is in full force and effect, Site Address: 736 VANCE AVE BIG License Class : License Number: Map Index: Date: Contractor: Description: MH PERM FND NEW ON EX SITE OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: PERKINS DENNIS W & E ELIZABETH 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 DBA PERKINS DENNIS W & E ELIZABETH - the Contractor's State License Law (Chapter 9 commencing with Section AG 7000) of Division 3 of the Business and Professions Code) or that he or 724 VANCE AVE she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the BIGGS, CA 95917 applicant to a civil penalty of not more than five hundred dollars ($500).): (530) 868-5587 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: PERKINS DENNIS W & E ELIZABETH such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one DBA PERKINS DENNIS W & E ELIZABETH year of completion, the owner -builder will have the burden of AG proving that he or she did not build or improve for the purpose of sale.). 724 VANCE AVE ❑ 1, as owner of the property, am exclusively contracting with BIGGS, CA 95917 licensed contractors to construct the project (Sec. 7044, Business (530) 868-5587 and Professions Code. The Contractors'. State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article of the Business Code Contractor: 'Professions Date: O ❑ i7 Owner: �"� W RKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit License #: is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Architect: insurance carrier and policy number are: Engineer: Carrier: Policy #: ❑ I certify that in the performance of the work for which this permit is Total Square Ft: 1296 S.F. issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, Valuation: $84,240.00 and agree that if I should become subject to the 'workers' compensation provisions of Section 3700 of the Labor Code, I shall Census Code: forthwith comply with those provisions. Date: Applicant WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one l _ 1U..o� hundred thousand dollars ($100,000), in addition to the cost of V �J compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resoliulions to do work indica ed above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) BY•` t Date: Name: IQ—) O PERMIT EXPIRES ON: l J In Address: (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. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substancefoif any official form or doc ent of Butte County. I hereby authorize representatives of Butte, County to enter upon the above mentioned property for inspection purpos , Print Name: dJi=3Jp�l "��1Y�S Signature: '111(__ i. Date: 10 Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor R r. R,iarfinn vprmlt 01-16-04 no 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #. '(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 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 the Business and Professions Code, and my license is in full force and effect. License Class : License Number: Date: I / Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she Is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): J I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article/�jof the BusinessP d Professions Code Date: [OAC) Owner: IlxR."I�J �' WbRKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: PERMIT NO. BP052383 Issued Date:liDlLY- N 025-290-007-000 Site Address: 736 VANCE AVE BIG Map Index: Description: MH PERM FND NEW ON EX SITE Owner: PERKINS DENNIS W & E ELIZABETH DBA PERKINS DENNIS W & E ELIZABETH - AG 724 VANCE AVE BIGGS, CA 95917 (530) 868-5587 Applicant: PERKINS DENNIS W & E ELIZABETH DBA PERKINS DENNIS W & E ELIZABETH - AG 724 VANCE AVE BIGGS, CA 95917 (530) 868-5587 Contractor: License #: Architect: Engineer: Total Square Ft: 1296 S.F. Valuation: $84,240.00 Census Code: n-3 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 �J compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte Counly Code and/or I hereby affirm that there is a construction lending agency for the Resoluti ns to do work indica ed above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 h , O_ Name: BY } /Date: l l PERMIT EXPIRES ON: tO' I l J— o t n Address: 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. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge itis unlawful to alter the substance f any official forS07cent of Butte County. I hereby authorize representatives of Butte, .County to enter upon the above mentioned property for inspection purpos s Print Name: ��t `� `�! YDS Signature: Date: 10 kv fly Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor R r. F{nllnfnn Vormlr 111 -1h -n4 no l �V��'�. BUTTE COUNTY O O DEPARTMENT OF DEVELOPMENT SERVICES O O BUILDING PERMIT APPLICATION O O AND SUBMITTAL REQUIREMENTS O _o.r _ '• O 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 O O OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION w14 Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" APPLIOANT SIGNATURE X `�u. -7, upS For office use only: r OWNER Las Name Flood Zone jEjist Name Address,Z� City City-j��t (___Ac�,V s State StateC. Zipq sei `I P oS"n'e�\ � sem,, Fax Fax E-mail - ADY, ec«��I:Y'k.Y\eA APPLIOANT SIGNATURE X `�u. -7, upS For office use only: r CONTRACTOR Name Flood Zone Address SRA City State Zip Phone Phone Fax E mail Email Lic. # Class APPLIOANT SIGNATURE X `�u. -7, upS For office use only: r ARCHITECT/ENGINEER Name Flood Zone Address SRA City State Zip Phone Phone Fax E-mail Email State License Number APPLIOANT SIGNATURE X `�u. -7, upS For office use only: r APPLICANT NAME Name Flood Zone Cross Street, SRA Address J City - 1stZ�s State Zip q � Phone �� -S5� i Fax Email 11 tSV��( or -u @ �v J.111 _ ,Vvut APPLIOANT SIGNATURE X `�u. -7, upS For office use only: r Zoning C((, Flood Zone Cross Street, SRA Yes o Occ. I Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. BPc =Z BIN # LOCATION AP# ®-`S Property Address 7310 va+.x,5;_� " I City TtA e ces Cross Street, WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: e Gtr �ok>i�e_ VwwMe w itiQ > re cd kc>vv.c-- Sq. Footage j 12416 ❑ 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 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. OVER FOR SUBMITTAL REQUIREMENTS L, K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Date: , V< Amount: Bldg SRA Sheriff SMIP Other Total REV 7-27-04 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the..Building Division in order to apply for a pgfmit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper.!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) q 5. Statement of Intent for Non -heated and A/C for Non-Residenti I Buildings. C� 6. M -u:fa-ag � es: (A) Data sheets and installation inst, (Marriage line info, (Floor Plan, (@6e down or fnd plans, a du l,cate. '— ❑ 7. gs. (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). a s a to P i Cd' 13. Sanitation and site plan approval from the Environmental Health Department. a-Ftov.• pia,,`, Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. BP F --es; $ Syq.q o ❑ 3. California Department of Forestry plan approval (if required). s C14oct. F�F_-U: a. -2 q 5,f=- ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy), ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Re orded copy of Agricultural Acknowledgment Statement. ❑ 11. 19 Grant Deed, efStatement of Facts, ❑ Letter from Legal Owner (for 433A's). 1 e� Ocas c.r-L ptco n If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION K1FORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 7-27-04 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: �LN 7 ASSESSOR PARCEL NUMBER Proposed Building Use: Jurw do H L� s �77v /' /24" PN Permit Technician: Date: o T Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. /I,J 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. N, ❑ 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 faxesl ❑ 5. Letter from Engineer or Architect for truss design review. 0 6. Energy compliance design and supporting documentation in duplicate. \ ❑ -7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. /j 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. 0 11. Letter of intent for non-residential buildings ❑ 12. Hazardous Material Form 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other \ Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) j(j 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 16. Fire Sprinklers.......................................................................:.................... 0 17. - Agricultural Buffer cir and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ...........:: ............................. \ C)� 19. Erosion Control Plan Required....................................................................... 20. Fees as shown on the attached Schedule of Fees Due Sheet .............................. 0 21. City of Chico Plumbing permit........................................................................ ❑ 22. Site plan and business license approval from the City of Biggs .............................. 0 23. California Department of Forestry, Ian approval ❑ paid. Sent by: �❑ 24. Planning approval for (A) Use: X(B)Parking: (C) Parcel Check: L.. * ❑ 25. Contact Land Development about _ Improvements, _ Drainage ........................ `E] / 1J 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 .......................................... �E]IftJ 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner)....... .............. ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. O 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone //L�N� S �6� ����and hold for pickup. I have been i o med of the above''3e s and requirements for obtaining a building permit. , SEP 4' Applicant: '- ,� Date: 1. Index permit application for thq agbp' e s numbered: Plan Check Letter 2. Additional items required 2 , Contractor, 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: Contractor, designer, owner, was advised of the above data bv,❑ phone, ❑ mail, ❑ 'counter, by Date: Plans reviewed by: Date: q Plans approved by: ' 4e Date: ti Structural reviewed by: Date: Structural approved by: v Date: Note transfer by: Date: �- Yellow: Building Division COUNTY OF BUTTEr/ 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 C-�1��/ NS A.P. # PRO . BUILDING USEN �l j �"� j� tP124M f-_YV6 . DATE a RECEIPT # DATE REC. .'BUILDING PERMIT FEES L LWO SI I®- 10-D5 ,D5 ---Balance Due ..................... T --- FEMA Flood elevation review... $ `/_#'--- Additional plan checking Fee.... $ �71 2. SCHOOL DISTRICT FEES fJ(i % a �I �� (paid at School District Office) (form available after Plan Check) ` No,- SHERIFF FEES (paid at Building Division) Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 5. RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTYWIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per dwelling) Zoning 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) 7. WATER TER TENDER FEES BATTALION # 200.00 (paid at Building Division) L111 . WS -MIP— � 16 ) 9. DRAINAGE FEE 10. OTHER 11. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed duyfftg the plan checkingAoyess. APPLICANT DATE Sep (P Zdo Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 7/05) P BUTTE COUNTY SCHOOLS IMPACT.FEE CERTIFICATION FORM (One form per Building) School District V Building Department Nod A.P. Number Jurisdiction: City �unty Property Owner Property Location/Address -73;6 V AAJe6x- / ' 'e Subdivision %` Lot No. Residential Development 0 No of Living Mobile Hom Units Installation Commercial/Industrial 0 -�'� i4ew Addition Building `District Identification No. i Sq. Footage /29 e Addition/ 'Supplemental to (Group. 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) Date � I` School District certifies that �e. C KI n (Applicant) (Street Address) ' (Phone Number) (City) (State) (Zip Code) has complied with the requireritents of Resolution No. l by payment of $ .Z 1 representing cj% square feet. School District Representative �'J B 2926 ` $ ULL MITIGATION $ g! o� Date-' t Paid by Check # Remarks: SPP 01 Lic-1(2 K-0 `#-U`I til- Jn Notice: You may protest the Imposition of the fees Identified above by submitting a written protest to the District, In compliance with Govemment Code Section 66020(a), within 90 days from the date hes aro paid. Failure to submit a timely written protest will prohibit you from challenging the Imposition of the fees In any court action. H, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Manning 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 (school district), Yellow (building department), Pink (applicant). feeform-As (3M5)dmm Butte County Department of Agriculture Request for Services: PLANNING / BUILDING PROJECT REVIEW Effective August 24, 2004, Butte County Ordinance No. 3880 section 3-61, k, 4, address the fee schedule for agricultural related planning project review: "All planning applications that are referred to the Agricultural Commissioner for review or when an individual or business requests review by the Agricultural Commissioner will be charged at an hourly rate of sixty five dollars ($65.00) per hour with a minimum of thirty-two dollars and fifty cents ($32.50) for one-half hour. Any additional or subsequent review of planning matters by the Agricultural Commissioner shall also be charged at this same rate." Name: lT , i� iy t Phone No.: S ZD -01276 Business name (if applicable); gay 132 y Address: 7,Al zea« Ae City & St.: S Zip: Name or Scope of planning project (include any documents or maps to facilitate review): — �i�-1y s'% Z%f`r9/l� k/�`%19� � �i�l��l•�r�a�l� APN number: OZ S, 2 9d - Q4 7 Consultation regarding the results of the review and any related documents will be provided by prior arrangement or appointment. The charge(s) for project review and mileage will be due at time of service or may be billed if approved by the Agricultural Department. The totals are as follows: Hr's labor @ $65.00/hr $ W15, Mileage @ .30/mi $ Total Charges $ (,5 CIO I agree to pay the Butte County Department of Agriculture for Plan ningBuilding services provided in accordance with the Bu un inance No. 3880. Signature: Date: 9 �� s— i �.Y'_aL': _i'C'.!": _ • .� F : li iY•:^"(fit/c i.l to _ ':1: ��:'t/ • .'y. v. _ _ 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 '--12. 3. I personally plan to provide the major labor and material for construction of this proposed property improvement: 'YES [ y -Q NO [ ]. I HAVE [ X- ] HAVE NOT [ ] signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: 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:. - PROPERTY OWNER C.c DATE.. 511—P NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Butte County .Department o, f .Developinent Services ADMINISTRATION ° BUILDING ` GIS ° PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile Dear Property Owner. An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect'yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. C. Vieirl C.B.O. Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. Butte County Department of -Development Services e03 0 . ° ; \ ° 7 County Center Drive Oroville, CA 95965 ° ° (530) 538-7601 Telephone (530) 538-7785 Facsimile 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 Name: 17�a'�'ts tom• "'S Building site address: APN: 025 — 2qa— CDO`1 73G VA ?-�-eNle_: 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: C See • 1 1 2_D65 - SIGNATURE OF APPLI ANT DATE Copy to Applicant/EH/File K:Fonns/BldgPennitwithoutClearances 020705 Q�QtSTMENT OA, � �UTTF,� c �� • o I o Ac0 t4, � CLIC WOF� .Department C o u n t J. Michael Crump, Director n C)f Public f B u t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538.7266 (FAX) 538-7171 National Pollutant. Discharge Elimination System (NMES) Phase 11 Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement Project Description: Project ]Location and/or Parcel Number: tjeLo M&,5.LLac: rek HVA , C)ZS-29 0--4�10-7 —1>CC' -7-56 VAV�m A\)e- . 8)►c�s CA', '95q1_1 By signing below, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre -or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: t-,-) Title: Date: 9 Less than l Acre NPDES & SWPPP Compliance Certification Butte County Stgrm Water Management Program V t TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner kA� C -.P— No 'g - Location. ►, Plan Approved for: Sewage Disposal Clearance for bedroom mobile home. O er Water Supply: Public H.H. USE ONI � Piot Plan Attached Floor Pian Attached Seat to B.D. / - �,S �- 7- d -7 - AP# % Private Hold final for: Final clearance O.K. for: NOTE: P� Environmental Health Specialist Date 8/92 E.H. USE ONLY Piot Plan Attechad Flacy Plan Attached Sant to G.D. ! TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance jFP,0-1 Owner Location APS Plan Approved for: Sewage Disposal--- ater Supply: Public vat UVeI` Clearance for dwelling. Other (A YQ A Hold final for: Final clearance O.K. for: NOTE: 1 PA_I� , . / C) 1-1_� /2 -0,< 01-11, nmental Health Specialist Date A& v\10 /K .4 rrv, DINING y H-7 BATH v KITC -4 - BED F OOM. 02 . 1 L .7 m 0 r MAS TI A BEDROOM 39 we ROOM a WINTER SPECIAL WS40T - THREE BEDROOM, TWO BATH 1,080 SO. FT. MN -4 C> CK - RA U0 0 Manufacturing went, Inc- „r.[Albany Division - Pion} #972 Nj,,j7[,R .nErIAL WS401F-04 11 . . .-' " 2445 S.W. PACIFIC EILVD. I? p su ft.r�ir mic -4 ALBANY, OR 97321 Phone (541) 926-8631 DRAW - - UR". U. 13 i U rax (866) 4911-6847 ALBANY DfVISION L 1 --A 1 CE r SITE PLAN REVIEW APPLICATION Date: O 5— AP# b� Z �l0 GGA Permit Number (if applicable) ,2 = 2 3g 3 Bin Number APPLICANT INFORMATION Owners Name: Owners Address: Telephone No.: Situs Address: Parcel Size: -? S 6 lora cee AA -V Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel Mobile Home (2j6Pja6em&,'f Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building Other: Brief Explanation (if necessary): &10 i - ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well ❑ Agricultural Buffer Form DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) h, Approved U Conditionally Approved U Resolve Problems Prior to Approval IN Site P an Stamped Approved By Date �O - j • of 1 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Williamson Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: 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) Use Requires: ❑ Use Permit ❑ Variance ❑ Agricultural Worker Affidavit ❑ Administrative Permit ❑ Minor Use Permit ❑ Minor Variance Zoning: *' Or �W General Plan 0r=C Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments.into SRA setbacks. 2 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front 2v Side ' Side Street Rear 2 S� ' Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments.into SRA setbacks. 2 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: p / E&LW� ,OBnr►cf7 Ss -e eu ❑ 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 ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Subdivision Map/Parcel Map: Map Date of Recording: Lot: Book: Page: --------------------------------------------------------------------------------------------------------------------- ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: 3 n Golden Wes't- INSTALLATION MANUAL Last Printed: THIRD PARTY APPROVAL FEDERAL MANUFACTURED Q HOUSING CONSTRUCTION L1J G SAFETY STANDARDS } V p APR 0 3 2001 CD 4 p„ 9 n. Q * GOLDEN WEST HOMES IS A REGISTERED TRADE NAME OF HBOS MANUFACTURING, LP. , t March.26, 2004 Golden !Nest 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 3/3112006 and shill 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. MI)FESSIO 50SEPy�F,,c�y 0 NO. - 0042077 0:C042077 Exp CIVIL 'FOF CALIF* INSTALLATION M ROOF DESIGN LOAD. 1120 PSF 11-30 PSF ❑140 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, A -Z 85202 (602)777-1855 MANUFACTURING LOCATIONS PERRIS DIVISION ALBANY DIVISION 3100 N. Perris Blvd. 2445 Pacific Blvd. S.W. Perris, CA 92571 Albany, OR 97321 (909) 657-1611 (503) 926-8631 TABLE OF CONTENTS Page Forward 1 Federal Preemption •• 1' Preliminary Preparations 2 Structural Loading Requirements 2 Setting Single Wide or "A" Section of Multi -!Nide 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 I . 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 .:........................................................ 8-8 Floor & Roof Close-Up Details - 3:12 Roof........................................ S-10 Roof Close-Up Details - 4:12 Roof.................................................... S-11 Alternate Mor. Connection at Mating Line ........................................ S-12 PlumbingDetails.................................................... :............................ S-13 Mechanical Details............................................................................. 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 Altemate Valle S-31 Add-On Eave Details......................................................................... S-35 Roof Close-Up Applications - Vent Pipe at Ridge ............................. S-40 Fireplace & Chimney Installation........................................................ S41 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 S-61.1 Hinged Roof Close Off (Site Instructions) S-62 Hinged Roof Factory Installed Notes S-63 iv 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. 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 seta t 2 SETTING SINGLE WIDES OR "A" SECTION OF MULTIMIDES 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. 3 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 beam 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 Ill. 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 floor with approved flex connectors provided by HBOS MANUFACTURING LP. 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. X 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 7. 9 E Complete electrical hookup 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. Complete. electrical crossover(s) at mating line between floor sections. Each crossover will consist of a length of 112 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. 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. SMNo.2/OTHW Al Conductor Al Neutral AI Ground Conduit 1No. 1 THW No. 1 THW No. 6 THW 11/2 1 3/4 No.1/0THW No. 4 THW 1 1/2 1No.3/0THW No.1/0THW No. 4 THW 22No. 4/0 THW No. 2/0 THW I No. 4 THW 2 x 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 3 Ton Wire Size 8/3 Conduit Size 3/4 31/2 Ton I- 8/3 3/4 4 Ton 8/3 3/4 5 Ton 6/3 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. 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 M 0 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 hpme. 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 comers 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. 7 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. 0 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: 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 witb 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 su.pports 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 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 Iris 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 Its„ 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 mainframe (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 systems) 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 GROUND 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. o 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 and 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 MAIN BEAM SUPPORTS ARE ASSOCIATED WITH FLOOR 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 onsite 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. SITE INSTALLATION INSTRUCTIONS The range shall be :installed in the space provided in accordance with the range manufacturers 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 open, the gas piping system shall be pressurized to 1/2 ,psi. (8 oz.) and the appliance connections tested for leakage using soapy water or bubble solution. MA 13 rLKlmr-iriN W-111. AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48' IN SIDEWALL FOR ALL ROOF LOADS. (SEE NOTE 1) - SINGL O MAA. P.) MAX. YP.) NOTES: DE 1. PROVIDE "P WIDE PER PIER SUPPORTKING AT EACH TABLE. FOR 20 IOOO PSFROOOFLOADSOTHER OPENINGS USE PSF PER SUPPORT TABLE. I LEGEND: ®=CHASSIS SUPPORTS PER "TABLE I SUPPORT SCHEDULE". M =PERIMETER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". I =TYPICAL TIE -DOWN PER SHEETS S-20 & S-21 13 SEPyF N0. CQ42077 Ev. 3-31-M CIVIL I[OF CAl1E 11'-0' TYPICAL a (6'-0' FOR 6/12 ROOF) TIEDOVIN SPACING 1C',-2'-0' MAX � •) ��ASSISAIN BEAMS MATING UNE RIDGE BEAM CLiAR SPAN RIDGE BEAM CLEAR SPAN 2 M x ::;;Z24' MAX MATING LINE BEARING WALLS ABOVE (lam) m .. 1 TYPICAL PERIMETER I / 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) LAN - NOT S: 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. RIDGETO TABLES 11 ANDPIERSUPPORT LOCATIONS III FOR SUPPORT CAPACITY YWITH EACH AND REQUIRED DIVIDUAL FOOIING AREA. TO REFER 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: ®=CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". M =PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". _RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE NO. 2 ABOVE ®-REFERENCE "TABLE II RIDGE BEAM SUPPORTS" SCHEDULE. _MATING LINE BEARING WALL PIER SUPPORTS ® PER "TABLE III - SUPPORTS AT MATING LINE" SCHEDULE. =TYPICAL TIE -DOWN PER SHEETS S-20 & S-21 14 to TYPICAL PERIMETER SUPPORTS (NOT REQUIRED FOR 20 PSF ROOFS) 1V-0' TYPICAL ITIEDOWN SPACING CHASSIS MAIN BEAMS (TYPICAL) MATING UNE _ RIOGE SEAM CLEAR SPAN RIDGE BEAM CLEAR SPAN MATING UNE BEARING WALLS ABOVE (TYPICAL) -MATING UNE BM. CLEAR SPAN CHASSIS MAIN 'BEAMS (TYPICAL) RIDGE -0' MAX 24' MAX (TYP•) PERIMETER BLOCKING REQUIRED AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48' IN SIOEWALL FOR ALL ROOF LOADS. (SEE NOTE 3) CRICKET RIDGE SLOPE OF ROOF LONGITUDINAL TAG C ROOF DIAGRAM LONGITUDINAL TAG SUPPORT PLAN TRIPLE WIDE - LONGITUDINAL TAG UNIT JA 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: =CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". =PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". _RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE NO. 2 ABOVE ®-REFERENCE "TABLE II RIDGE BEAM SUPPORTS" SCHEDULE. _MATING LINE BEARING WALL PIER SUPPORTS ® PER "TABLE 111 - SUPPORTS AT MATING LINE" SCHEDULE. I =TYPICAL TIE -DOWN PER SHEETS S-20 & S-21 15 TYPICAL PERIMETER SUPPORTS (NOT - REQUIRED FOR 20 PSF ROOFS) TIEDOWN -0' MAX. MATING UNE BEARING WALL ABOVE (TYPICAL) r . z m �.I r� CHASSIS MAIN BEAMS (TYPICAL) MATING UNE RIDGE BEAM CLEAR SPAN _ RIDGE BEAM CLEAR SPAN X PERIMETER BLOCKING REQUIRED AT EACH SIDE OF DOOR OR OTHER ' 24' MAX < CHASSIS MAIN OPENINGS OVER'48' IN SIDEWALL FOR (NP•) ICAL) z BEAMS (TYP'D ALL ROOF LOADS. SEE NOTE 3) I-MATING UNE ENINC J TYPICAL AT - ALL (4) CORNERS: o x 4000# PIER/PAD O 30 PSF CHASSIS MAIN I 60000 PIER/PAD O 40 PSF 6000/ PIER/PAD O 60 PSF r • BEAMS (TYPICAL) z 'n 8000# PER/PAD O 80 PSF (NONE REQUIRED O 20 PSF) � r PIERS AT EACH END AIN 3000 PIER/PAD O 20 PSF 5000# PIER/PAD O 30 PSF OOF NLY BEAM ON TAG UNIT 50001 PIER/PAD O 20 PSF 8000# PIER/PAD O 40 PSF I RIDGE 2500 PfER/PAD O 30 & 40 PSF 8000 PIER/PAD O 60 PSF 10,000# PIER/PAD O 80 PSF 2500f PIER/PAD O 60 do 80 PSF , , < (MID -LENGTH) OF TAG -_ __ RIDGE 27-0' MAXIMUM TAG LENGTH SLOPE OF ROOF ROOF DIAGRAM TRANSVERSE TAc TRANSVERSE TAG SUPPORT 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 REDGE ER BEAM TABLES 11 ANDPIER III FORSUPPORT SU PORT�CAPACITY ONS YAND REQUIREDINDIVIDUAL FOOTING AREA. 3. OVER D48"P WIDE PER PIER SUPPORT SUPPORTBLOCKING TABLET.FORC 20 IPSFDE OROOFDOOR LOAODS,THER OPENINGS USE 50 PSF PER SUPPORT TABLE. r LEG ND: E =CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". M =PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". _RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE NO. 2 ABOVE �—REFERENCE "TABLE II RIDGE BEAM SUPPORTS" SCHEDULE. _MATING LINE BEARING WALL PIER SUPPORTS ® PER "TABLE III — SUPPORTS AT MATING LINE" SCHEDULE. I =TYPICAL TIE—DOWN PER SHEETS S-20 & S-21. 16 E EEAADi DOUBLE WIDE SECTION OF 'T' MODEL MUST BE INDIVIDUALLY NSTRUCTIONPPORTED PER SE HOWEVER. "nTHE MOWN ANCHORS ART PLAN FOR E NOTLE REQUIRED AT THE MATING UNE BETWEEN THE TWO DOUBLE WOE SECTIONS AS SHOWN BELOW. TYPICAL PERIMETER .—O" MAX!y SUPPORTS (NOT' . () REQUIRED FOR 20 PSF ROOFS) 7 � X VATINGUNE i I.l X ip I ;OPENING CHASSIS MAN BEAMS (TYPICAL) r -MATING UNE _ BM CLEAR SPAN —RIDGE BM CLEAR SPAN CHASSIS MAN BEAMS (TYPICAL) 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) - FOU UNIT I UNIT 1 W a z; J n coz�, Q W m . m v W 2 z Z N Q G W m < z CL a incc s I N N U I < Q U I U W 0 O 2I 1 N ETES 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. VR4aPIDEBLOCKING IDE OL OR , THER OPENINGS OVER PERIMETER. PER SUPPORTTABLE.20 PSF ROOF OADSUSE 30 PSF PER SUPPORT TABLE. c — LEGE D: QlptwIopq� ® =CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". %L SOSEPyF =PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". NO. __RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE NO. 2 ABOVE C.W077 ® REFERENCE "TABLE II RIDGE BEAM SUPPORTS" SCHEDULE. k E>4+. 3-31-20D4 _MATING LINE BEARING WALL PIER SUPPORTS ® PER "TABLE III — SUPPORTS AT MATING LINE" SCHEDULE. �qTf vi FICAIE�`� I =TYPICAL TIE—DOWN PER SHEETS S-20 & S-21 1 17 TABLE I SUPPORT SCHEDULE - 20 PSF ROOF LOAD - N0. EAVE 10' WIDE 12' WIDE 14' WIDE SOIL 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 6'-0" CHASSIS 2730 393 3222 464 3636 524 PSF 8'_0" CHASSIS 3640 525 4296 619 4848 698 4'-0" CHASSIS 1820 175 2148 207 2424 233 1500 6'-0" CHASSIS 2730 262 3222 310 3636 349 PSF 8'-0" CHASSIS 3640 395 4296 413 4848 466 4'-0" CHASSIS 1820 144 2148 155 2424 175 �.; 2000 6'-0" CHASSIS 2730 197 3222 232 3636 263 PSF 8'_0" CHASSIS 3640 263 4296 310 4848 349 TABLE I SUPPORT SCHEDULE - 20 PSF ROOF LOAD - 16" EAVE 10' WIDE 12' WIDE 14' WIDE 'N SOIL 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 1980 286 2308 1.333 2584 372 1000 6'_0" CHASSIS 2970 428 3462 499 3876 559 PSF 8'-0" CHASSIS 3960 571 4616 665 5168 745 4'-0" CHASSIS 1980 190 2308 222 2584 248 1500 6'-0" CHASSIS 2970 286 3462 333 3876 372 PSF 8'-0" CHASSIS 3960 381 4616 444 5168 497 4'-0" CHASSIS 1980 144 2308 167 2584 186 2000 6'-0" CHASSIS 2970 214 3462 250 3876 279 PSF 8'_0" CHASSIS 3960 286 4616 333 5168 372 QoFESSIOp,� F NOTES: ���SOSEPyFjy��^ 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH N0. C042077 SIDE OF THE MATING LINE. WHERE UNIT WtOTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. �t 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Exp. 3-31-2004 CIVIL OFUO k 18 TABLE I SUPPORT SCHEDULE - 30 PSF ROOF LOAD - NO EAVE 10' WIDE 12' WIDE 14' WIDE 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 1244 180 1420 206 4'-0" PERIMETER. 988 143 1148 166 1280 186 CHASSIS 1548 223 1866 269. 2130 308 1000 6'-0" PSF PERIMETER 1482 214 1722 248 1920 278 '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" PSF PERIMETER 1482 144 1722 166 1920 185 CHASSIS 2064 198 2488 239 2840 273 8'-0" PERIMETER 1976 190 2296 220 2560 246 CHASSIS 1032 144 1244 144 1420 144 4'-O" PERIMETER 988 144 1148 144 1280 144 CHASSIS 1548 144 1866 144 2130 1 154 2000 6'-0" PSF PERIMETER 1482 144 1722 144 1920 144 CHASSIS 2064 1.49 2488 180 2840 205 8'70" PERIMETER 1976 144 2296 166 2560 185 r QROfEsS10p,�F pSEPHe NOTES: Q� ?�0 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. N0. WIDTHS 10' WIDE. 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH C042077 2. UNIT OF HE MATING LINE. ARE UNEQUAL, USE THE TABULATED SIDE LARGER FLOOR SECTION yTHS VALUES THE TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1.' Ems. 3-31 _2004 3. THE MAXIMUM LENGTH. _ CIVIL F CKlit 19 . TABLE I SUPPORT SCHEDULE - 30 PSF ROOF LOAD - 16" EAVE 10' NIDE 12' WIDE 14' WIDE SOIL BEARING SUPPORT SUPPORT REQUIRED REQUIRED REQUIRED. REQUIRED REQUIRED REQUIRED CAPACITY SPACING LOCATION PIER FOOTING PIER FOOTING PIER. FOOTING CAPACITY AREA CAPACITY AREA CAPACITY AREA CHASSIS 1032 149 1244 180 1420 206 4'-0" PERIMETER 1200 173 1360 196 1496 216 CHASSIS 1548 223 1866 269 2130 308 1000 fi'-0" PSF PERIMETER 1800 260 2040 294 2244 323 CHASSIS 2064 298 2488 359 2840 410 8'-0" PERIMETER t 2400 348 2720 392 2992 431 CHASSIS 1032 144 1244 144 1420 144 4'-0" PERIMETER 1200 144 1.360 144 1496 144 CHASSIS 1548 149 1866 180 2130 205 1500 61-0- PSF PERIMETER 1800 173 2040 196. 2244 216 CHASSIS 2064 198 2488 239 2840 273 PERIMETER 2400 231 2720 262 2992 288 CHASSIS 1032 144 1244 144 1420 144' 4'-0" PERIMETER 1200 144 1360 144 1496 144 CHASSIS 1548 144 1866. 144 2130 154 2000 6'-0" PSF PERIMETER 1800 144 2040 .147 2244 162 CHASSIS 2064 149 2488 180 2840 205 8'-0" PERIMETER 2400 173 2720 196 2992 216 Q1tgfESSION,� NOTES.��P�� DOSE Py F 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. N0. olp 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' NIDE 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. 3. THE MAXIMUM LENGTH TO WIDTH RA110 FOR FOOTING PADS IS 2.5:1. Ev• 3-31-2004 CIV11. ��IEOFUtliq �. all TABLE I SUPPORT SCHEDULE - 40 PSF ROOF LOAD - 16" MAX. EAVE 1TV"ADE 12' WIDE 14' WIDE SOIL BEARING SUPPORT SUPPORT REQUIREQUIREDREQUIRED REQUIRED REQUIRED REQUIRED PIER FOOTING. CAPACITY SPACING LOCATION PIEROOTING PIER CAPACITY FOOTING AREA CAPACITY AREA CAPACITAREA 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 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 r QofESSIOp,I� f DOSE P y F NOTES. o 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. NO. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT USE THE TABULATED AT EACH C042077 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. E�]�4 �. 3. THE MAXIMUM CIVIL. ff'�jEOF CAl1E0��\� 21 TABLE I SUPPORT SCHEDULE - 60 PSF ROOF LOAD - 16" MAX. EAVE 10' NOE 12' WIDE 14' WIDE SOIL BEARING SUPPORT SUPPORT REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED CAPACITY SPACING LOCATION PIER FOOTING PIER FOOTING PIER FOOTING CAPACITY AREA CAPACITY AREA CAPACITY AREA CHASSIS1032 149 1244 180 1420 206 PERIMETER 2016 291 2300. 332 2500 360 CHASSIS 1548 223 1866 269 2130 308 1000 6'-0" PSF PERIMETER 3024 436 3450 497 3800 548 CHASSIS 2064 298 2488 359 2840 410 8'-0" PERIMETER 4032 581 4600 663 5000 720 CHASMS 1032 144 1244 144 1420 144 4'-0' PERIMETER 2016 194 ' 2300 221 2500 240 CHASSIS 1548 149 1866 180 2130 205 1500 6'-0" PSF PERIMETER 3024 291 3450 332 3800 366 CHASSIS 2064 198 2488 239 2840 273 8'-0" PERIMETER 4032 388 4600 442 5000 480 CHASSIS 1032 144 1244 144 1420 144 • 4'-0" PERIMETER 2016 146 2300 166 2500 180 CHASSIS 1548 144 1 1866 144 2130 154 2000 PSF 6'-0' PERIMETER 3024 218 3450 249 3800 274 CHASSIS 2064 149 2488 180 2840 205 8.-0" PERIMETER 4032 291 4600 332 5000 360 r QWtOFESS10N,1� 5����� DOSE PH FEyc,� JNOTES: �^ �0 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. P N0. 2. UNIT WIDTHS 10' WIDE,. 12' WOE, 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. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. E)q..3-31-2004 CIVIC sTq�fOFCAUF���� 22 TABLE 1 SUPPORT SCHEDULE — 80 PSF ROOF LOAD — 16" MAX. EAVE 10' WIDE 12' WIDE 14' WIDE SOIL BEARING SUPPORT SUPPORTrEqUICRED REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED PIER FOOTING CAPACITY SPACING LOCATIONPIER FOOTING AREA PIER CAPACITY FOOTING AREA CAPACITY AREA PAITY CHASSIS 1032 149 1244 180 1420 206 PERIMETER 2500 360 2880 415 3184 460 CHASSIS 1548 223 1866 269 2130 308. 1000 6'=0" PSF PERIMETER 3775 554 4320 622 4776 690 CHASSIS 2064 298 2`8 359 2840 410 8'-0" , PERIMETER See Note 4 See Note 4 See Note 4 See Note 4 See Note 4 See Note 4 CHASMS 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 to 4 See Note 4 See Note 4 See Note 4 See Note 4 See Note 4 r QVVESSIOpk �p S E P y �, NOTES: j�y�cn 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. � o 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 THE LARGER FLOOR SECTION WIDTH. �t . VALUES FOR LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. E�. ,}�I-2004 3. THE MAXIMUM 4. THE MAXIMUM PERIMETER SUPPORT SPACING = 6'-0" 0/C. VIL OF'CAl0��\� 23 TABLE II RIDGE BEAM SUPPORTS - 20 PSF ROOF LOAD 1 EXAMPLE DIAGRAM • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING UNE THAT ARE GREATER THAN 3'-P • 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 SUPPORT 'C' x Q LOAD SUPPORT �PUN 10 RIDGE BEAM RIDGE BEAM RIDGE BEAM I SUPPORT 'A" SUPPORT 'B' SUPPORT "C" 1000 13'-0" 288 10'-6" 288 x < BEARING WALL 1500 13'-0" 192 10'-6" 192 9'-6" 192 2000 13'-0" 144 10'-6' 144 9'-6" SPAN FOR SUPPORT 'B' �o 1000 n 360 • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING UNE THAT ARE GREATER THAN 3'-P • TO FIGURE THE SPAN THAT A PARTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) NOTES: 1'. PIER SUPPORTS ARE NOT REQUIRED UNDER BEARING WALLS AT THE MATING UNE FOR 20 PSF ROOF LOADS. 2. REQUIRED FOOTING AREAS ARE, SHOWN IN SQUARE INCHES. 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. 4. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 24 SOS E P y ��o�\ N0. C042077 1�7Exp. 3- 31-20114 TABLE II RIDGE BEAM SUPPORTS - 20 PSF ROOF LOAD SUPPORT �PUN SOIL 10' WIDE BEARING MM REQUIRED CAPACITYFO PIREN 12'. WIDE MAXIMUM REQUIRED (P_FOOTING' A 14' WIDE MAXIMUM REQUIRED FET OGODS) (A 2000 1000 13'-0" 288 10'-6" 288 9'-6" 288 1500 13'-0" 192 10'-6" 192 9'-6" 192 2000 13'-0" 144 10'-6' 144 9'-6" 144 2500 1000 16'-0" 360 13'-D" 360 12'-0" 360 1500 16'-0" 240 13'-0" 240 12'-0" 240 2000 16'-0" 180 13'-0" 180 12'-0" 180 4000 1000, 25'-6" 576 21'-6" 576 19'-0" 576 1500 25'-6" 384 21'-6" 384 19'-0" 384 2000 25'-6" 288 21'-6" 288 19'-0" 288 5000 1000 32'-0" 720 26'-6" 720 24'-0" 720 1500 32'-0" 480 26'-6" 480 24'-0" 480 2000 32'-0" 360 26'-6" 360' 24'-0" 360 6000 1000 38'-6" 864 32'-0" 864 28'-6" 864 1500 38'-6" 576 32'-0" 576 28'-6" 576 2000 38'-6" 432 32'-0" 432 28'-6" 432 8000 1000 --- --- 43'-0" 1152 37'-6" 1152 1500 --- --- 43'-0' 768 37'-6" 768 2000 --- --- 43'-0" 576 37'-6" 576 NOTES: 1'. PIER SUPPORTS ARE NOT REQUIRED UNDER BEARING WALLS AT THE MATING UNE FOR 20 PSF ROOF LOADS. 2. REQUIRED FOOTING AREAS ARE, SHOWN IN SQUARE INCHES. 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. 4. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 24 SOS E P y ��o�\ N0. C042077 1�7Exp. 3- 31-20114 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 LINE 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 - 30 SPAN FOR SUPPORT 'A' SPAN FOR SUPPORT 'C' LOAD 3 SOIL BEARING CAPAITY m BEARING RIDGE BEAM RIDGE BEAM I WALL SUPPORT 'A' SUPPORT 'C' ih 9'-6" 288 8'-0" 288 7'-0" BEARING WALL MATING RIDGE BEAM 1500 9'-6' 192 8'-0" 192 7'-0" SUPPORT PER UNE SUPPORT 'B' ;o TABLE III. I SPAN FOR SUPPORT 'B' i7 360 • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE 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) NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. �' �Q� �10�. 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 0042077 VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. E)p. 3-31-2004 P�7 TABLE II RIDGE BEAM SUPPORTS - 30 PSF ROOF LOAD SUPPORT UNS SOIL BEARING CAPAITY 10' WIDE MAXIMUMY D (EA FOOTING FTE(FEE 12' WIDE MSAUM R OUND PF) T OTIG AREA 14' WIDE MAIA UM F0G(POD) STREQUIRED FFEEAREA 2000 1000 9'-6" 288 8'-0" 288 7'-0" 288 1500 9'-6' 192 8'-0" 192 7'-0" 192 2000 9'-6" 144 8'-0" 144 7'-0" 144 2500 1000 12'-0" 360 10'-0" 360 .9'-0" 360 1500 12'-0" 240 10'-0" 240 9'-0" 240 2000 12'-0' 180 10'-0" 180 9'-0" 180 4000 1000 19'-6" 576 16'-0" 576 14'-0" 576 1500 19'-6" 384 16'-0" 384 14'-0" 384 2000 19'-6" 288 16'-0" 288 14'-0" 288 5000 1000 24'-0" 720 20'-0" 720 17'-6" 720 1500 24'-0" 480 20'-0" 480 17'-6" 480 2000 24'-0" 360 20'-0' 360 17'-6" 360 6000 1000 29'-0" 864 24'-0' 864 21'-6" 864 1500 29'-0" 576 24'-0" 576 21'-6" 576 2000 29'-0" 432 24'-0' 432 21'-6" 432 8000 1000 39'-0" 1152 32'=0" 1152 28'-6" 1152 1500 39'-0" 768 32'-0' 768 28'-6" 768 2000 39'-0" 576 32'-0" 576 28'-6" 576 NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. �' �Q� �10�. 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 0042077 VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. E)p. 3-31-2004 P�7 r TABLE II RIDGE BEAM SUPPORTS - 40 PSF ROOF LOAD EXAMPLE DIAGRAM C r R 3 • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE 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 SUPPORT 'C' 7C Q LOAD SUPPORT �UDS�B SOIL 10' WIDE EARING MM REQUIRED SF(EETFOOTING ARE BEARING RIDGE BEAM RIDGE BEAM i WALL SUPPORT "A' SUPPORT 'C' n 5'-6' 288 5'-6" 288 5'-6" BEARMATING RIDGE BEAM 1500 5'-6" 192 5'-6" 192 5'-6" SUPPIORT PER LINE SUPPORT 'B' ' `j TABLE III. 4000 SPAN FOR SUPPORT 'B' 11'-0" 576 • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE 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) r. 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. ° 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH 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. M. VISSIOA iSPEH NO. C042077 E)p. 3-31-2004 TABLE II RIDGE BEAM SUPPORTS - 40 PSF ROOF LOAD SUPPORT �UDS�B SOIL 10' WIDE EARING MM REQUIRED SF(EETFOOTING ARE 12' 1MDE MM REQUIRED F�RAFEE(P) FEE (T�E 14' WIDE FO MM DPN (T�REA 2000 1000 5'-6' 288 5'-6" 288 5'-6" 288 1500 5'-6" 192 5'-6" 192 5'-6" 192 4000 1000' 11'-0" 576 11'-0" 576 11'-0" 576 1500 11'-0" 384 11'-0" 384 11'-0" 384 6000 1000 17'-0" 864 17'-0" 864 17'-0" 864 1500 17'-0" 576 17'-0" 576 17'-0" 576 8000 1000 23'-0" 1152 23'-0" 1152 23'-0" 1152 1500 23'-0" 768 23'-0" 768 23'-0" 768 10000 1000 28'-6" 1440 28'-6" 1440 28'-6" 1440 1500 28'-6" 960 28'-6" 960 - 28'-6" 960 r. 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. ° 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH 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. M. VISSIOA iSPEH NO. C042077 E)p. 3-31-2004 ' TABLE II RIDGE BEAM SUPPORTS - 60 PSF ROOF LOAD EXAMPLE DIAGRAM r SPAN FOR SUPPORT 'A' SPAN FOR SUPPORT "C' x TABLE II RIDGE BEAM SUPPORTS - 60 PSF ROOF LOAD SUPPORT �POUN BEARING RIDGE BEAM RIDGE BEAM 12' WADE MAXIMUM REQUIRED FEEOON (TG WALL. SUPPORT "A" SUPPORT "C' M 1000 5'-4" 288 4'-6" a BEARING WALL MATING RIDGE BEAM UNE SUPPORT 'B" 1500 5-4" 192 4'-6" 192 SUPPORT PER 2000 5'-4" 144 4'-6" 144 TABLE III. SPAN FOR SUPPORT 'B' n 1000 10'-8" 576 27 " RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH 'END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3"-0'. " TO FIGURE THE SPAN THAT A 'ARTICULAR 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 SUPPORT �POUN SOIL 10' WIDE BEARING MM REQUIRED CACF(EEFO P FTRE 12' WADE MAXIMUM REQUIRED FEEOON (TG 14' WIDE MAXIMUMD FOOTING E)ORGOS� E 2000 1000 5'-4" 288 4'-6" 288 4'-0" 288 1500 5-4" 192 4'-6" 192 4'-0" 192 2000 5'-4" 144 4'-6" 144 4'-0" 144 4000 1000 10'-8" 576 9'-0" 576 8'-0" 576 1500 10'-8" 384 9'-0" 384 8'-0" 384 2000 10'-8" 288 9'-0" 288 8'-0" 288 6000 1000 16'-0" 864 13'-6" 864 12'-0" 864 1500 16'-0" 576 13'-6" 576. 12'-0" 576 2000 16'-0" 432 13'-6" 432. 1'2'-0" 432 8000 1000 21'-4" 1152 18'-0" 1152 16'-0" 1152 1500 21'-4" 768 18'-0" 768 16'-0" 768 2000 21'-4" 576 18'-0" 576 16'-0" 576 10000 1000 26'-8" 1440 22'-6" 1440 20'-0" 1440 1500 26'-8" 960 22'-6" 960 20'-0" 960 2000" 26'-8" 720 22'-6" 720 20'-0" 720 12000 1000 32'-0" 1728 27'-0" 1728 24'-0" 1728 1500 32'-0' 1152 27'-0" 1152 24'-0" 1152 2000 32'-0" 864 27'-0" 864 24'-0" E::864 NOTES. 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH 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. QWOfESSIOp�F SE E P y e P �O C04422 077 Exp. 3,31.1444 CIVIL sfg11 7 cw D���t, 27 c 3 TABLE II RIDGE BEAM. SUPPORTS - 80 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 PAgTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) TABLE II RIDGE BEAM SUPPORTS — 80 SPAN FOR SUPPORT "A" SPAN FOR SUPPORT 'C' LOAD Q SOIL BEARING CAPACITY 10' WIDE QU12' MAXIMUM SPA(FEEYIFORENGD WIDE MAXIMUM-( PAA FOOTIINGD m BEARING RIDGE BEAM RIDGE BEAM I • WALL SUPPORT 'A' SUPPORT 'C' ih 7'-0" 576 a BEARING WALL MATING RIDGE BEAM 1500 8'-5' 384 7'-0" 384 6'-3" SUPPORT PER UNE SUPPORT 'B" 2000 8'-5" 288 7'-0' 288 6'-3" TABLE ill. SPAN FOR SUPPORT 'B' .I t2 1000 • 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 PAgTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) Qoviss/0 NOTES: �S @�� SOS E Py e 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES.. .� 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH NO. SIDE OF THE MATING LINE. WHERE UNIT MOTHS 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. E+9.3-3,1--2004 TABLE II RIDGE BEAM SUPPORTS — 80 PSF ROOF LOAD SUPPORT .(POUNDS) SOIL BEARING CAPACITY 10' WIDE QU12' MAXIMUM SPA(FEEYIFORENGD WIDE MAXIMUM-( PAA FOOTIINGD 14' WIDE MAXIMUMREQUIRED FOOTING 4000 1000 8'-5" 576 7'-0" 576 6'-3" 576 1500 8'-5' 384 7'-0" 384 6'-3" 384 2000 8'-5" 288 7'-0' 288 6'-3" 288 6000 1000 12'-8" 864 10'-8" 864 9'-4" 864 1500 12'-8" 576 10'-8" 576 9'-4" 576 2000 12'-8" 432 10'-8" 432 9'-4" 432 8000 1000 17'-0" 1152 14'-0" 1152 12'-6" 1152 1500 17'-0" 768 14'-0" 768 12'-6" 768 2000 17'-0" 576 14'-0" 576 12'-6" 576 10000 1000 21'-0" 1440 17'-9" 1440 15'-6" 1440 1500 21'-0" 960 17'-9" 960 15'-6" 960 2000 21'-0" 720 17'-9" 720 15'-6" 720 12000 1000 25'-4" 1728 21'-4" 1728 18'=6" 1728 1500 25'-4" 1152 21'-4" 1152 18'-6" 1152 2000 25'-4" 864 21'-4" 864 18'-6" 864 Qoviss/0 NOTES: �S @�� SOS E Py e 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES.. .� 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH NO. SIDE OF THE MATING LINE. WHERE UNIT MOTHS 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. E+9.3-3,1--2004 TABLE III - SUPPORTS AT MATING LINE BEARING WALL - 30 PSF ROOF LOAD EXAMPLE DIAGRAM irg c� � a MATING ~ UNE i7 o -x CLEAR SPAN (jam MATING UNE BEARING WALLS j I n LEGEN04 ®= MATING LINE 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 SUPPORT SOIL 10' WIDE 12' WIDE 14' WIDE DS) SQREQUIREDSUPPORTREQUIRED CAPACnENG FOOTING OING SUPPORT ACING REQUIRED FTD(OPUN FEET AREA (FEET)AREA 1000 4'-6' 288 4'-0" 288 3'-6" 288 2000 1500 4'-6" 192 4'-0" 192 3'-6" 192 2000 4'-6" 144 4'-0" 144 3'-6" 144 1000 6'-0" 360 5'-0" 360 4'-6" 360 2500 1500 6'-0" 240 5'-0' 240 4'-6" 240 2000 6'-0" 180 5'-0" 180 4'-6' 180 1000 9'-6" 576 • 8'-0" 576 7'-0" 576 4000 1500 9'-6" 384 8'-0" 384 7'-0" 384 2000 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 QROfESSIOH�� NOTES:�\S1P�� DOSE 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. p `^ 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 0042077 VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. E)q. 3-31-2004 CIVIL SjgjEOF CAUfO���� 29 I TABLE III - SUPPORTS AT MATING LINE BEARING WALL - 40 PSF ROOF LOADS EXAMPLE DIAGRAM X Q toi n MATING UNE SUPPORTS - - — CLEAR SPAN CUJ�R � �o SPAN MATING UNE BEARING WADS ih 4000 ® = MATING UNE BEARING WALL SUPPORTS PER TABLE III BELOW. ® = RIDGE BEAM SUPPORTS -PER TABLE II. V = SUPPORT SPACING PER TABLE III BELOW. ABLE III MATING LINE WALL SUPPORTS - 40 PSF R00 SUPPORT (~POUNDS SOIL BEARING CAPAC TY 10', 12', 14' WIDE SUPPORT REQUIRED S(FEET) 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:�OSEP/y�,y\ 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. �p 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. Exp. 3-31-M M CIVI1. 30 BLE-- III - SUPPORTS AT MATING LINE BEARING WALL - 60 & 80 PSF ROOF LOAD EXAMPLE DIAGRAM MATING Z to Z • UNE i7 o x CLEAR SPAN I (.EAR L SPAN MATINGMATING UNE BEARING WALLS n LEGEND: ® = MATING UNE BEARING WALL SUPPORTS PER TABLE III BELOW. ® = RIDGE BEAM SUPPORTS PER TABLE II. "L" = SUPPORT SPACING PER TABLE III BELOW. TABLE III RIDGE BEAM SUPPORTS — 60 PSF ROOF LOAD SUPPORT SOIL 10' WIDE 12' WADE 14' WIDE (PUNS) BEARING CAPACITY SPINFTINSN SPACING ON OG REQUIRED OTING SUPPORT OTGPS ((A�T) (ACI)G FEET AREA (ACI) FEET AREA 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 SUPPORT SOIL . 10' WIDE 12' WIDE 14' WIDE �POUNDS� CAPACITY SPACING REQUIRED S ACINRG Q� FGOTRNGN SU ACING REQUIRED AREA !(FEET) AREA 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" 1. 288 3'-0" 288 QvffsS/Oqr,� NOTES: \5��� SOSEPy41 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. � j10F� 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 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 C1V1l- srgI£OF CALI40� 31 (2) LAYERS TYPE 15 FELT OR APPROVED EQUAL FIELD INSTALLED, EXTENDING 6" MINIMUM ON EACH SIDE OF UNIT G FACTORY. INSTALLED SHINGLES —1 -910e- (2) (2) LAYERS 150 FELT—' OR APPROVED EQUAL FACTORYINSTALLED 1�2' - BOLTS W/ WASHEI 2 MIN. FROM TOP OF RIDGE BEAM. FOR SPACING AND BOLT CLUSTER REQUIRED OVER SUPPORT POSTS SEE oinrG rl nSF - UP RIDGE BEAM APHALT RIDGE FIELD INSTALLED W/ ()� 12 GA. x 1 1/4" ROOFING NAILS AT EACH SHINGLE LAST COURSE OF SHINGLES FIELD INSTALLED W/ (4) 12 GA. x 11- ROOF ,NAILS AT EA. L --AFTER RIDGE BEAM BOLTING. ATTACH 3/8-x 6- (MIN) PLYWOOD CLOSURE STRIP WITH 6d NAILS AT 6- O/C TO L_RIDGE BEAM AND (2) 6d —NAILS TO EACH RAFTER. OR COVER 5" - ACCESS HOLES WITH 30 GA. GALVANIZED METAL 12 3 12 ROOF A ALTERNATE RIDGE BEAM LP FIELD INSTALL 1/2'- BOLTS WITH WASHERS AT 48- 0/C O 20 PSF ROOF OR 32.0/C RIDGE O 30 PSF ROOF OR 24" O/C O 40 PSF BEAM ROOF OR 16' O/C O 60/80 PSF ROOFS o o WHEN RIDGE BEAM SUPPORT POSTS ARE ON ONE SIDE OF < ONLY. A BOLT CLUSTER IS REQUIRED AS SHOWN. FOR 4- 0/C N QUANTITY OF BOLTS, SEE TABLE II AT RIGHT. LONGITUDINAL OR TRANSVERSE RIDGE BEAM SUPPORT POSTS TYPICAL WALL STUDS E— TYPICAL FLOOR LAG SCREW CLUSTER TABLE I CLUSTER MAXIMUM SPAN OR ADJACENT btAn PATTERN 20 P.S.F. 30 P.S.F. SEAL JOINT FOR ENTIRE LENGTH AT FLOOR TO FLOOR CONNECTION 1 SCREW 5'-0' 3'-6' 1. ALL CLOSE-UP MATERIAL SHALL BE SUPPLIED BY THE 2 SCREWS 10'-0" 7'-0" BOLT BOLTS 4 SCREWS 20'-0- 14'-0' OR EQUAL TO PROHIBIT AIR AND WATER INFILTRATION 6 SCREWS 30'-0" 21'-0' 2. AS AN ALTERNATE TO ROOFING NAILS. 1'xt'x16 GA. STAPLES THE STANDARD ASPHALT SHINGLES 8 SCREWS 40'-0" 28'-0' 3/B' DIA. x 5' LAG SCREW 10 SCREWS 50'-0' 35'-0" NOTE. 1. BOLT CLUSTER REQUIRED ONLY WHEN RIDGE BEAM SUPPORT POSTS ARE ON ONE SIDE OF C L 2. BOLTS SHALL BE 1/2' (MIN.) WITH WASHERS AT EACH END. xI� G SCREW CLUSTER REQUIRED ONLY WHEN RIDGE BEAM N FACINGS: SUPPORT POSTS ARE ON ONE SIDE OF C L 30 0 C 20 P.S.F. 2. LAG SCREW SPACING IN CLUSTER TO BE 2' TO 4' 0/C 20" O/C - 30 P.S.F. =W DETAIL - 20 P.S.F. AND 30 P: S. F. ONLY BOLT CLUSTER TABLE 11 SEAL JOINT FOR ENTIRE LENGTH AT FLOOR TO FLOOR CONNECTION DECKING 1. ALL CLOSE-UP MATERIAL SHALL BE SUPPLIED BY THE WITH EXTERIOR GRADE CAULKING BOLT BOLTS MANUFACTURER. OR EQUAL TO PROHIBIT AIR AND WATER INFILTRATION FLOOR 2. AS AN ALTERNATE TO ROOFING NAILS. 1'xt'x16 GA. STAPLES THE STANDARD ASPHALT SHINGLES 38'-3- 26'- 7' --- --- --- 35'- 5' 19'-10" 19'-10" --- --- 29'-8" 29'-8" --- --- 39'-7" 39'-7" --- 15'-6- 23'-3- 31'-0" MAY BE USED TO SECURE AND RIDGE SHINGLES. NOTE. 1. BOLT CLUSTER REQUIRED ONLY WHEN RIDGE BEAM SUPPORT POSTS ARE ON ONE SIDE OF C L 2. BOLTS SHALL BE 1/2' (MIN.) WITH WASHERS AT EACH END. 3. ALL BOLTS do LAG SCREWS SHALL CONFORM TO ASTM SPEC. A-307 OR EQUAL 4, FOR ELECTRICAL GROUNDING BETWEEN SECTIONS, USE STAR AT BOTH ENDS OF THE 1" BOLT ON At LEAST WASHERS ONE OF THE BOLTS BETWEEN EACH/CONNECTED SECTION. �1/2-- OUTRIGGERS BOLTS THROUGH MATING ANGLES AT 5. LAG SCREWS OR BOLTS IN A CLUSTER PATTERN MAY BE SPACED UP TO 8" O/C PROVIDED THAT 2' O/C TO 4" 0/C MAINTAINED THROUGHOUT THE CLUSTER. ENDS OF OUTRIGGERS AyERAGE SPACING IS AI RNA FOR ALTERNATE FLOOR CONNECTION W/ WASHERS. (SEE 04 AT RIGHT) USING LAG SCREWS .SEE DETAIL / Ay\ NOTE .; 2 D CLUSTER PATTERN MAXIMUM SPAN OR ADJACENT SPAN 20 P.S.F. 30 P.S.F. 40 P.S.F. 60 P.S.F. BO P.S.F. 1 2 BOLT BOLTS 12'-9' B'-10' 5'-0' 5'-0' 25'-6' 17'- B" 9'-11' 9'-11" 3'-10" 7'-9- 3 4 6 8 BOLTS BOLTS BOLTS BOLTS 38'-3- 26'- 7' --- --- --- 35'- 5' 19'-10" 19'-10" --- --- 29'-8" 29'-8" --- --- 39'-7" 39'-7" --- 15'-6- 23'-3- 31'-0" 24 NOTE. 1. BOLT CLUSTER REQUIRED ONLY WHEN RIDGE BEAM SUPPORT POSTS ARE ON ONE SIDE OF C L 2. BOLTS SHALL BE 1/2' (MIN.) WITH WASHERS AT EACH END. NO. C042077 Ems. 3-3L-24!?! ;"SET-UP INSTRUCTIONS" 20 PSI FLOOR AND ROOF 30 PSI CLOSE-UP DETAILS 40 PSI By D. HOLT 'A'12-20-94 10 (2) LAYERS TYPE 15 FELT OR ASPHALT RIDGE SHINGLES W/ (2) 7/16' APA RATED 24/16 SHEATHING SHIPPED LOOSE, INSTALLED WITH LONG STANDARD DIMENSION PERPENDICULAR TO BLOCKING 'B' UNIT TAG 'C' UNIT PER APPROVED EQUAL FIELD FIELD INSTALLED 12 GA. x 1 1/4' ROOFING W/ 6d NAILS O 6'; 0/C FIELD BOLTING QUANTITIES INSTALLED, EXTENDING 6' NAILSAT EACH SHINGLE MINIMUM ON EACH SIDE OF UNIT CENTERLINE LAST COURSE OF SHINGLES ROOF SHEATHING 12 1/8' MIN 2 x BLOCKING (FACTORY INSTALLED) FIELD INSTALLED W/ (4) 12 GA. X 1 1/4" ROOFING NAILS AT EACH SHINGLE GABLE TRUSS FACTORY INSTALLED 4. SHINGLES --- 1-1/2' MAX TYPICAL TAG UNIT TRUSSES (2) LAYERS 15/ FE l AFTER RIDGE BEAM BOLTING, ATTACH 3/8'x AT 16' OR 24" O/C OR APPROVED EQUAL FACTORY INSTALLED 12" (MIN) PLYWOOD' CLOSURE STRIP WITH TAG UNIT MATING WALL 8d NAILS AT 6" 0/ 6d NAILS AT 6" 0/C TO 2x3 RAFTER RAIL AND (2) 2x3 RAFTER RAILS (2) 6d NAILS TO EACH RAFTER. RIDGE BEAM TYPICAL ROOF TRUSS .112' DIA BOLTS W/ WASHERS I 2 MIN. FROM TOP OR BOTTOM OF RIDGE BEAM OR 3/8' LAG SCREWS. FOR SPACING AND BOLT ` CLUSTERS REQUIRED OVER SUPPORT POSTS SEE 12 RIDGE CLOSE — UP DETAIL — 4:12 ROOF A SECTION —TRANSITION FROM "B" TO NOTES` STANDARD .TAC 'C' 1. ALL CLOSE—UP MATERIAL SHALL BE SUPPLIED BY THE 7/16' APA RATED 24/16 SHEATHING 'B' UNIT UNIT MANUFACTURER. SHIPPED LOOSE, INSTALLED WITH LONG DIMENSION PERPENDICULAR TO MATING 2. AS AN ALTERNATE TO ROOFING NAILS, 1'xl'x16 GA. STAPLES TO SECURE THE STANDARD ASPHALT SHINGLES LINE W/ 6d NAILS O 6' 0/C FACTORY INSTALLED MAY BE USED AND RIDGE SHINGLES. TEMPORARY WEATHER PROOFING MTL FOR 3. ALL BOLTS & LAG SCREWS SHALL CONFORM TO ASTM SPEC. PROTECTION DURING TRANSIT do STORAGE A-307 OR EQUAL I— — — — — ----- I 1-1/2-T Q�OFESSIO ^ MAX St4Q� DOSEP/ E,f y NO. C042077 * . ro 01/23/03 DR1" "SET—UP INSTRUCTIONS" 20 PSF 60 PSF ROOF 30 PS 80 PSF CLOSE—UP DETAILS 40 PS 12 mm er D. HOLT Det[ 3-29-96 T wmm er T. MCGUIRE CAIS 1-23-03 S-11 ALTERNATE CLOSE—UP DETAIL TYPICAL TO DETAIL 'B' EXCEPT AS N MARRIAGE LINE GENERAL NOTES 1. THESE INSTRUCTIONS SHALL BE FOLLOWED FOR FLOOR FLOOR DECKING CONNECTION AND ELECTRICAL GROUNDING ACROSS MATING LINES WHEN CHASSIS MATING ANGLES ARE NOT 2 x 6 RIM JOIST 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 WITH "SHEET S-10" DETAIL "D" AND "SHEET S-10, GENERAL NOTE NO. 4". a BOTTOM BOARD — PATCH W/ VINYL TAPE AT LAG SCREWS 3/8" x 3" 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 7T S0 E 0 NO. C042077 I � _ Eq. 3=31--M I CIVIL or ch"i SOLDERLESS LUG I FOR ALTERNATE GROUNDING . CONNECTION, SEE GENERAL MAIM Roos w?Zs 20 PSF a8 BARE COPPER WIRE NOTE # 2. ALTERNATE FLOOR CONNECTION 30 PSF _ TYPICAL OUTRIGGER 4 ImAm er CAN G. BUE 3-28-96 S-12 GROUND CONNECTION REQUIRED AT EACH MATING LINE B FLOOR NOTE - FACTORY FACTORY NO SHALL BE - FACTORY FATALLEO INSTALLED OPTIONAL QUICK USED ON THE QUICK WATER LINES WATER LINES FLOOR DISCONNECT DISCONNECT DEVICE. DEVICE I FLOOR I ��-1 r7+ MATING r I t \\ r MATING JOINT JOINT (SUPPLY). GAS CONNECTOR. WATER CROSSOVER FLEX SHUTOFF J VALVE, SUPPLIED BY MANUFACTURER FLEXIBLE PLASTIC WATER CONNECTOR SUPPLIED BY THE MANUFACTURER (MUST yyOT REQUIRED -WHEN QUICK REMOVE' DUST PIPING CONNECTED DIRECTLY THROUGH SWIVEL CONNECTOR BE LISTED FOR EXTERIOR USE) DISCONNECT CAPS BEFORE E AND COUPLING6 6 IS USED CONNECTING JA ALTERNATE WATER LINE CROSSOVER B GAS LINE CROSSOVER I C WATER LINE CROSSOVER NOTE. NOTE. DRAIN LINE TUB OR TUB/SHOWER COUPLING WITH DRAIN UNE TEST TO BE TEST TO BE CONDUCTED ADJUSTABLE CONDUCTED AFTER ASSEMBLY AFTER ASSEMBLY. STRAINER AND SCREW CLAMP ALTERNATE: PER NOTE # 6 BELOW. SWIVEL ADAPTER INTERIOR PARTITION FFLOOR ABS COUPLING W/ COLORS MUST MATCH COUPLING WITH ADJUSTABLE FLOOR APP OVED SOLVENT SCREW CLAMPS STUBBED ADJUST FALL TO 1/4" PER FOOT 1\" VENT LINE MIN. (1/8" PER FOOT IF THERE IS A CLEANOUT AT UPPER END OF LOOSECTION) I DRASN SECTION CONTE ONLY) SANITARY TEE I APPROVED COUPLING WITH 1\ OR 2" PIPE COUPLINGS ADJUSTABLE epSCREW CLAMPS TO MAIN DRAIN 1\" PIPE STUBBED LINE COLORS MUST MATCH LOOSE DRAIN SECTION ---� 'P'— TRAP DRAIN UNE W UNION SHE P—TRAP COVER W/ INSULATION / SEE "NOTES FOR DETACHED DRAIN ASSEMBLY" BELOW B SHALL .BE SHIPPED LOOSE I 6 FIELD INSTALLED "P - TRAP" F DRAIN LINE CROSSOVER ID1 TYPICAL DETACHED DRAIN ASSEMBLY JE FACTORY NOTES FOR DETACHED DRAIN ASSEMBLY - DETAIL "E" • INSTALLED 1/2" MIN CPVC 1. ABS PLASTIC PIPE FITTINGS AND JOINTS: USE SOLVENT 5. SUPPORT DRAIN L1NE(S) BY FACTORY INSTALLED PLUMBERS TAPE STRAPS AT 48" O/C MAX. WRAP LOOSE END OF PIPE & ELBOWS EACH SIDE OF CEMENT SPECIFICALLY MANUFACTURED FOR USE IN ABS OR PLASTIC IN ACCORDANCE WITH STRAP AROUND PIPE AND NAIL TO FLOOR JOIST OR FASTEN TO MATING LINE. PLASTIC PIPE CONNECTIONS. APPLY 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 6E 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 LINE "FLOOD LEVEL TEST' AFTER ASSEMBLY INSERTED LOOSE, SITE INSTALLED CPVC CROSSOVER PIPE WITH 2 ELBOWS, EACH FITTING. ACCORDING TO THE FOLLOWING PROCEDURE THE MANUFACTURED HOME SHALL BE IN A LEVEL POSITION, ALL SIZED TO MATCH FACTORY PIPE SIZES. PIPE SHALL BE INSERTED TO FULL DEPTH 3. THE DRAIN OUTLET MUST BE PROVIDED WITH A MINIMUM FIXTURES SHALL BE CONNECTED, AND THE ENTIRE SYSTEM CLEARANCE OF 3" IN ANY DIRECTION FROM ALL PARTS OF SHALL BE FILLED WITH WATER TO THE RIM OF THE TOILET OF EACH FITTING. USE SOLVENT CEMENT APPROVED FOR CPVC FITTINGS. THE STRUCTURE OR APPURTENANCES AND WITH NOT LESS BOWL (TUB do SHOWER DRAINS SHALL BE PLUGGED). AFTER ALL E TEST SHALL BECROSSOVER 18" UNRESTRICTED CLEARANCE DIRECTLY IN FRONT TRATANED IFOR S BELESS ALT. WATER - CPV G THAN THANEN ,MINUTES WITHOUT EVIDENCE SUSOF papa "SET-UP INSTRUCTIONS" THE DRAIN OUTLET. 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 BOWL SHALL THEN BE TESTED AND SHOW NO INDICATION OF PLUMBING UNOBSTRUCTED MINIMUM CLEARANCE OF 12" DIRECTLY IN LEAKAGE WHEN THE HIGH FIXTURES ARE FILLED WITH WATER & MANED. ak12-15-94 MY54-24-02 S-13 FRONT OF THE OPENING. EMPTIED SIMULTANIOUSLY TO OBTAIN THE MAXIMUM POSSIBLE FLOW IN THE DRAIN PIPING. HOLT TYPICAL GROMMET CONNECTION FURNACE FLOOR INSULATION (FACT. INSTALLED) TYP. 4' x 10' ADJUSTABLE REGISTER (FACTORY INSTALLED) TYP, 10' OR 12' COLLAR FACTORY INSTALLED OPTIONAL FLEX DUCT FOR TAG UNIT FIELD INSTALLED WHERE REQUIRED 4' MIN. GROUND CLEARANCE (ALT. CROSSOVER DUCT MAY REST ON CONT. P.T. OR FOUNDATION REDWOOD) (ING BOX DETAIL FC%tM jmvw Dy DAT 016 MIN. GALV. OR ALUM. MIXING BOX INSULATED W/ R-4 MIN. ATTACH FLEX DUCTS T0. 2) 10'— OR .12'— COLLARS (ONE EACH SIDE) W/ TYP. COLLARS. ATTACH OTHER END OF FLEX DUCT TO TYP. HEAT DUCT PER lu DRAlA "SET-UP INSTRUCTIONS" MECHANICAL 16 WAM Dy D. HOLT 12-2o-94S—L} L -MIXING BOX PER DET. (FIELD INSTALLED) � 10'— OR 12"— FLEX DUCT SHIPPED LOOSE AND FIELD ALTERNATE AIR SUPPLY PER DET. INSTALLED (R-4 MIN.., TYP.) (FIELD INSTALLED) � FLEX HEAT DUCT CROSSOVER - DOWNFLOW FURNACE STANDARD HEAT DUCT FACTORY INSTALLED FLOOR HEAT REGISTER — 2E ONLY FACTORY INSTALLED ELlBl1ADE DUCT MATERIAL SEALED FACTORY INSTALLED COMBUSTION OR ELECTRIC FACTORY INSTALLED 6'— COLLAR 14'- COLLAR FOR — FACTORY CROSSOVER DUCT INSTALLED 14'— FLEX DUCT I SHIPPED LOOSE AND FIELD INSTALLED. (TO BE SUPPORTEDg•. FROM EVERY GROM— FLEX DUCT MET W/ BAILEY WIRE) LISTED MIN. R-4 SHIPPED LOOSE, 14' x 10' x 10' OR 14' x 12' 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. 16 ALTERNATE AIR SUPPLY METHOD JBI OPTION REMOTE REGISTER FLOOR INSULATION (FACT. INSTALLED) TYP. 4' x 10' ADJUSTABLE REGISTER (FACTORY INSTALLED) TYP, 10' OR 12' COLLAR FACTORY INSTALLED OPTIONAL FLEX DUCT FOR TAG UNIT FIELD INSTALLED WHERE REQUIRED 4' MIN. GROUND CLEARANCE (ALT. CROSSOVER DUCT MAY REST ON CONT. P.T. OR FOUNDATION REDWOOD) (ING BOX DETAIL FC%tM jmvw Dy DAT 016 MIN. GALV. OR ALUM. MIXING BOX INSULATED W/ R-4 MIN. ATTACH FLEX DUCTS T0. 2) 10'— OR .12'— COLLARS (ONE EACH SIDE) W/ TYP. COLLARS. ATTACH OTHER END OF FLEX DUCT TO TYP. HEAT DUCT PER lu DRAlA "SET-UP INSTRUCTIONS" MECHANICAL 16 WAM Dy D. HOLT 12-2o-94S—L} JUNCTION BOX P P N TO N CIRCUITS G G P N G CROSSO`�R FOR ONF CIRCUIT TO N CIRCUITS G JUNI BOX CROSSOVER FOR TWo CITU Ia ICAL AND WIRING DIAGRAMS FOR CROSSO' P'1 II II II II 11 II LISTED COMBINATION I I METRBASE DISTRIBUTION PANEL. JA002 OW OR — APPROVED EQUAL SERVICE ENTRANCE CONDUCTORS — SIZE PER LOCAL CODES GROUND / ^--- NEUTRAL BAR UNDERGROUND CONDUIT TO BE RIGID STEEL OR OTHERWISE CONFORM TO LOCAL CODES AND REQUIREMENTS FIELD INSTALLED a1 GROUNDING ELECTRODE CONDUCTOR FROM SERVICE EQUIPMENT TO GROUNDING ELECTRODE SYSTEM. WIRE SIZE PER THE FOLLOWING: SERVICE: 100 AMP — A 64COPPER 125 AMP — / COPPER 150 P4 COPPER 200 AMP — �A4 COPPER LECTRICAL MAIN PANEL CONNEC 0 P P N G MAIN HOT WARES TO DISTRIBUTION JUNCTION PANEL BOX WITH METAL �_il_� COVER PLATE FLOOR FACTORY SPUCES TO BE INSTALLED JUNCTION BOX MADE W/ APPROVED F.9TG CONNECTORS. J—BOX SIZING: 100 AMP-4"x10"x10 FLEX ELECTRICAL 200 AMP-4"x10'x12 J CONDUIT TO PARK PANEL BOX. FLEX CONNECTOR, FLEX ELECTRICAL LOCK NUT AND CONDUIT WIRED AND PLASTIC BUSHING SPLICED PER DIA— SPLICE CONNECTORS REQUIRED FOR 100 AMP SERVICE AND FLEX CONNECTOR TO BE GRAMS AT LEFT. 8 LARGER. FOR 50 AMP SERVICE, A PLUG—IN CORD IS PROVIDED GROUNDED ON SITE A ELECTRICAL FEEDER ASSEMBLY GENERAI NOTES:_ 1, NNING. DO NOT PROVIDE ELECTRICAL POWER UNTIL THE GROUNDING ELECTRODE SYSTEM IS INSTALLED do CONNECTED. '2. ONE APPROVED GROUNDING ELECTRODE SYSTEM IS AN ELECTRODE ENCASED BY AT LEAST 2' OF CONCRETE. LOCATED WITHIN AND NEAR THE BOTTOM OF A CONCRETE FOUNDATION OR FOOTING THAT IS IN DIRECT CONTACT WITH THE Air LEAST 20 FEET OF ONE OR MORE BARE ORNZINC GALVSISTING OFANIZED NIZED OR OTHER ELECTRICALLY CONDUCTIVE COATED STEEL REINFORCING BARS OR RODS OF NOT LESS THAN 1/2' DIAMETER, OR CONSISTING OF AT LEAST 20 FEET OF BARE COPPER CONDUCTOR NOT MALLER THAN NUMBER 4 OR OTHER APPROVED GROUNDING SYSTEMS PER MAIN 250-81 AND 250-83 OF THE NEC. PANEL 3. MAIN PANEL WITH METER BOX SHALL NOT BE INSTALLED ON HOMES WITH METAL SIDING. 2' NON—METALIC CONDUIT RACEWAY GROUND WIRE FITTING FOR CONNECTING CONDUIT FROM METER BASE TO BE INSTALLED ON SITE 8 ClMAIN PANEL ASSEMBL r0m ffy °PAIM "SET—UP INSTRUCTIONS" ELECTRICAL 8 °LD1 D. HOLT �h12-16-94 S— FACTORY INSTALLED HARDBOAR OR PLYWOl SIDING TYPICAL TRUSSES ENDWALL BELOW FASCIA TAIL — FIELD INSTALL MINIMUM 2" WIDE BATTEN CUT FROM SAME MATERIAL AS HORIZONTAL SIDING. ATTACH LAP SIDING WITH 6d NAILS (FACTORY AT 6' O/C EACH INSTALLED) SIDE OF < 12 —UP DETAIL — LAP SIDING 'ASCIA SPLICE Al tx3x7' SPLICE BLOCK FIELD INSTALLED TO FASCIA WITH (4) 6d NAILS MIN. EACH SIDE OF SPLICE 2xB FASCIA OR 10 RAFTER RAIL (UNDER HARDBOARD FASCIA) 6 ENDWALL FASCIA SPLICE A 'IELD INSTALL 2' LENGTH OF .AP SIDING )VER < INTER- .00KING WITH SIDING UNDER- JEATH. )GE BEAM IITHOUT NOTCH IR OVERHANG) SCIA SPLICE 'LD APPLIED R DETAIL lu ;6 OUTLOOKERS ;TENDED 32' MIN FROM ENDWALL. ACTORY INSTALLED) a z a x 0 FACTORY INSTALLED. HARDBOARD OR PLYWOOD SIDING 3:$ FIELD INSTALLED WOOD BATTEN WITH 8d NAILS AT 12' 0/C CAULK OR SEAL AT EDGES (TYPICAL) .FACTORY INSTALLED HARDBOARD OR PLYWOOD SIDING 12 B INSIDE CORNER CLOSE—UP NOESL 1 EXPOSED TO WEATHER NERS FSHALL EBEFZINC COATED BY HOT -DIP GALVANIZED ZINC. MECHANICALLY DEPOSITED ZINC OR ELECTRODEPOSITED ZINC. FASTENERS MANU- FACTURED FROM ALUMINUM ALLOY WIRE OR OTHER NOT REQIRENON-FERROUS ALLOYS EXPOSED TO PROTECTIVE COATINGS. THE WEATHER DO 2. ALL CLOSE-UP MATERIAL SHALL BE SUPPLIED BY THE MANUFACTURER. 16 D v Jp EPyFf1�i �j0 NO. C042077 * CIVIL Of Chl1F�� DM.n "SET—UP INSTRUCTIONS" WALL & ROOF-CLOSE—UP DETAILS _ D. HOLT 12-21-94 S-16 . t NO. C042077 E* k31-2Qlii mmm "SET-UP INSTRUCTIONS WALL CLOSE-UP DETAILS puri of D. HOLT __12-22-94 S— TYPICAL WALL FRAMING W/ STUDS EXTERIOR WALL FRAMING �r--Tr-_,rte OPENING IN II II AT 16' O/C FACTORY INSTALLED HARDBOARD SIDING TYPICAL TOP PLATE J II WALL FOR FIELD INSTALLATION BELT RAIL. TYP. STUDS AT I I OF ELECTRICAL METER BASE, �-CAULKING 16' O/C II c> 1 FIELD INSTALLED HARDBOARD BATT ENTIRE VOID AREAS TO I 11 i ET .. . 11 0 BE FILLED W/ MIN. R-1 II REMOVE FACTORY INSULATION, I it INSTALLED POLY- SHEATHING\—.Z' OR 'H' FLASHINGETHYLENE 1 FIELD INSTALLED HARDBOARD SIDING W/ CORROSIVE RE- ENTIRE OPENING SHALL II 'o II CAULKING FIELD INSTALLED HARDBOARD FLOOR JOISTS 6d SISTANT NAILS AT 6' 0/C EDGES AND FIELD. BE COVERED EA POLY- 1 ETHYLENE SHEATHING 11 SIDING W/ 6d CORROSIVE R ESISTANT NAILS AT 6 O/C FIELD INSTALL AGES DURING TRANSIT AND 1 II AND FIELD. HARDBOARD n—� FIELD S(MAY REMOVED PRIOR TO OF k TYP. BOTTOM BATTS SKIRTING BE b 8 ONE PIECE) ATTACHMENT HARDBOARD. PLATE 24 i B D E T A I L A WALL .OPENING WALL CLOSE - UP TYP. STUDS TYP. TOP PLATE FACTORY INSTALLED EXTERIOR ENDWALL L WIRE 1' ALLFSHALLEBEFZINC COASTED BY AT 16" 0/C __ --m- -T TYP. BLOCKING AT ALL EXTERIOR SIDING CLOSE-UP TOEWEATHER HOT -DIP GALVANIZED .ZINC, MECHANICALLY DEPOSITED FASTENERS MANU- II III I II GYPSUM BOARD JOINTS Typ, STUDS ZINC OR ELECTRODEPOSITED ZINC. ALUMINUM ALLOY WIRE OR OTHER 11 II 1 -411 11 FIELD INSTALL 5/16' GYP. AT 16' O C / \ FACTORED FROM NON-FERROUS ALLOYS EXPOSED TO THE WEATHER DO COATINGS. Q jl 111 I 11 BD. W/ CONT. BEAD OF j NOT REQUIRE PROTECTIVE I II I III III P.V.A. GLUE AT ALL FRAM- I 11 ING MEMBERS do ATTACH 1 I 2, ALL CLOSE-UP MATERIAL SHALL BE SUPPLIED BY THE j I I �� W/ 3/16'x1'x19' GA. STAP MANUFACTURER. o II 1 I I II AT 6 0/C EDGES dt FIELD AND NOT LESS THAN 1/4" I 1 111 II II FROM SIDES do ENbS QR _ 11 1/2"SCR GYP. BD. W/ 1�6 x 11 FACTORY INSTALLED 11 III tD II I 111 III I II SCREWS OR. 5d COOLER I 11 NAILS OR .098 - SHANK x FlELp INSTALL GYPSUM BOARD (MATCH EXISTING) GYPSUM BOARD n III I II 1 {' LONG x 19/64' HEAD DETAIL II III I II RING SHANK NAILS AT (PER AT LEFT) jj 111 11 7' O/C EDGES AND FIELD _u.__ ---W--- --�- AND- NOT LESS THAN 3/8' 8 FROM EDGES do ENDS. 24 E TYP. BOTTOM PLATE p p E T A I L INTERIOR ENDWALL .CLOSE - UP NO. C042077 E* k31-2Qlii mmm "SET-UP INSTRUCTIONS WALL CLOSE-UP DETAILS puri of D. HOLT __12-22-94 S— FLAT OUTLOOKERS 7/16 O.S.B. 2 x 6 OUTLOOKER 1 x 3 R.S. SCREEN (FACTORY INSTALLEDx 6 R.S. FACTORY INSTALLED) MAIN UNIT STEP FLASHING (S' HIGH) 7/16 O.S.I FLAT OUTLOOKERS 1 x 3 R.S. ROOF CONNECTION PER V i i 2 x 6 OUTLOOKER (FACTORY INSTALLED) DORMER TRUSS W/ VERTICAL SCREEN I WEBS ® 16' O.0. ca )-WALLCONNECTION PER V 1 MAIN UNIT TRUSSES OVER TAG UNI A/&A MAIN UNIT FLOOR CONNECTION PER CTOR1fS SET-UP MANUAL /1 MARRIAGE WALL INSTALLED) STEP FLASHING (5' HIGH) NTS 2:1 TRIPLE WIDE SECTION VIEW JAI ROOF CONNECTION IBI ROOF CONNECTION — DETAIL C NOTES: TOESCREW /10x4' SCREWS AT 24'O.C.j OSEPII NO. C042077 ' 2 x 6 FLAT MAIN UNIT TAG UNIT SIDEWALL Exp. 3-31-2004 EXTERIOR WALL CIVIL sl�jfor CAlIFO��� MALLI (2) 2 x 4'S SIMPSON A -35-S W/ 12 REM= in RnmBy DATE STUD 8O x 1 1/2' NAILS INSTALLED ON SITE TO _ TOP AND MIDDLE OF TAG SIDEWALL TO MAIN UNIT SIDEWALL INTERSECTION. TAG ENDWALL ST DS o 16" 1.C. WARS TRIPLE WIDE (TAG) owwos 203 O4SO INTERCONNECTION DETAILS 60,0 P 2:1 2:, TnAM RAJ'12/18/98 2 tB / /se S-18 ALL CONNECTION DI ALT. WALL. CONNECTION JE H0114E.S WA" TAG UNIT DECK RAILINGoar 1Dm I DETAIL ALL MAIN BY mmi DATE 3/12/991 S-19 G TIEDOWN SYSTEM GENERAL NOTES: FLOORBUCKLES 1. THE TIEDOWN SYSTEM SHOWN CONSISTING OF STEEL STRAPS. AND GROUND ANCHORS IS ONE ACCEPTABLE METHOD / OF ANCHORAGE. ALTERNATES TO THESE METHODS. MATERIALS. CHASSIS SPACINGS, ETC... MAY BE USED PROVIDED THEY MEET THE LOAD APPROVED 11E—DOWN STRAP WRAPPED 1 / MAIN BEAU CAPACITY REQUIREMENTS SPECIFIED IN NOTE 2 BELOW AND ARE AROUND µ� ANCHOR H� TO �� LISTED AND CERTIFIED Y A PROFESSIONAL ENGINEER E ARCH- ITECT AND APPROVED BY THE LOCAL ENFORCEMENT AGENCY. PER 2. ALL GROUND ANCHORS, STEEL STRAPS, AND CONNECTIONS SHALL APPROVED SUPPORT 's_ m BE CAPABLE OF RESISTING AN ALLOWABLE WORKING LOAD OF - PIER FOOTING PER AT LEAST 3150 LBS. PLUS A 50% OVERLOAD (4725 LBS.) WITHOU FAILURE. ALL ANCHORING EQUIPMENT SHALL BE CERTIFIED BY A DRAWING ^ Z 407-50? {v -a} PROFESSIONAL ENGINEER OR ARCHITECT AS TO ITS CAPACITY TO RESIST THE FORCES SPECIFIED BASED ON ANGLE OF INSTAL- 1 0 1 LATION AND SOIL TYPE IN ACCORDANCE WITH ASTM D3953-91, APPROVED STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL & SEALS. GROUNDSOIL ANCHOR �\ _EMB TYPE AT HOME LOCATION SHALL MEET OR EXCEED THE ANCHORING EQUIPMENT MANUFACTURERS REQUIREMENTS. E ---ED LN NOTE IL 6. PER EN GENERAL 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 11E -DOWN STRAP THROUGH B1 TOP SLOT OF BUCKLE THEN DOWN THROUGH THE BOTTOM/ � 1 TOP AOT OF RESISTANCE TO WEATHER DETERIORATION AT LEAST EQUAL TO THAT PROVIDED BY A COATING OF ZINC ON STEEL OF NOT LESS \� THAN 0.30 OUNCES PER SQ. FOOT OF SURFACE COATED. ALL SLOT OF BUCKLE, THEN BAC( UP THROUGH THE TOP SLOT OF THE BUCKLE FOR A SECOND TIME AS BUCKLE, MAN SEE DETAIL 40E BEAM-BU�E STEEL STRAPPING SHALL BE AT LEAST 1 1/4- WIDE x .035' THIO SHOWN N FIGURE 8-1. do PER TYPE 1, FINISH B, .GRADE 1 STEEL &CERT. BY A PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING TO ASTM D3953-91 TIE -DOWN STRAP MOUND THE MAN BEAM6. WRAP TH TIE O GROUND ANCHORS SHALL BE INSTALLED TO THEIR FULL DEPTH, EMBEDDED BELOW FROST UNE, AND AT LEAST 12' ABOVE B2 THEN THE THE TOP AOT THE BUCKLE FOR THE THIRD TIME AS SHOWN N FIGURE B-2 THEN MAIN BOTTOM BEAM AOT OF -y THE WATER TABLE STABILIZER PLATES SHOULD BE INSTALLED EXTEND THE TIE -DOWN STRAP DOWN TO THE GROUND � _ � BUCKLE BUCILE TO PROVIDE ADDED RESISTANCE. ANCHOR HEAD 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 CHOR STRAP ALTERNATIVE SYSTEM THAT MEETS THE DESIGN LIVE LOAD HM- IT IS IMPORTANT TO REMOVE ALL SLACK FROM REQUIREMENTS OF THE LOCAL ENFORCEMENT AGENCY, THE LOAD THE SY51Qd MOUND THE MAN BEAM ASSEMBLY. TO PROTECT STRAPS AGAINST SHARP COAMM OF I -BEAM, CAPACITY REQUIREMENTS IN NOTE 2 ABOVE, AND IS SIGNED BY CUT A PIECE OF STRAPPING TO WRAP MOUND THE I -BEAM _ A PROFESSIONAL ENGINEER OR ARCHITECT. ANY SUCH SYSTEM USED MUST COMPATIBLE WITH THE GOLDEN WEST HOMES BEFORE THE TIEDOWN STRAP IS WRAPPED AROUND THE BEAM. - LONGITUDINAL FLOOR CONSTRUCTION. TIE — D O W N STRAP T O MAIN. BEAM D E T A I L B IESS SEP C1 C2 C3 C4 = NO. CD4207n INSERT THE TENSION BOLT INTO USE A 15/16' SOCKET OR OPEN END TO HOLD BOLT UNDER TENSION WHILE REPOSITIONING ONCE FULLY TENSIONED, ALIGN FR THE ANCHOR HEAD AND ATTACH WRENCH TO MAKE AT LEAST FOUR THE 15/10 SOCKET OR WRENCH.. PLACE AN OPEN END THE SQUARE NECK OF THE BOLT CIVIL THE NUT LOOSELY. THEN INSERT CNMPLETE TURNS ON BOLT UNTIL WRENCH ON THE 5/8' SQUARE SHOULDER OF THE BOLT. WITH SQUARE HOLE N ANCHOR �NIFOFCAUTO� THE STRAP INTO THE SLOTTED STRAP IS TUAT. THEN REPOSITION THE 15/16' SOCKET OR WRENCH TO HEAD AND TIGHTEN THE HEX NUL m ms TYPICAL Rm umm SHANK OF THE TENSION BOLT FACILITATE THE FINAL TENSIONING. THIS WILL DRAW THE TWO TO- 20 PSF AS SHOWN. AFTER STRAP IS GE HER AND LOCK THE SYSTEM TIE—DOWN INSERTED THROUGH THE AOT. INTO ITS FINAL POSITION. DETAILS 30PSF 40 PSF — BIND IT LIP AT 90Y. Dasa et. D. HOLT nA>E:5-23-95 ts TIE — DOWN STRAP TO GROUND ANCHOR DETAIL C�rmutTM DA>E11-25-99S-2O 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 I -BEAM . r INSTALL ONE I I APPROVED TIE- DOWN STRAP AT EACH END OF. H EACH FLOOR SECTION 45 DE MAX 0 W APPROVED ANCHOR WITH ANCHOR TO REIN UNE 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 TIE DOWN AT EACH END OF EACH SECTION PLAN VIEW A SECTION 8 SECTION6-9 4'-6 I 1 I I �_._ c secnoN ._® A s' -O L_ — J 9'-O. A 1 8 C I — — — — — — — — — — — T r MAX 'A' 'B' 'C' 13'-6' - r SINGLE WIDE DOUBLE OR TRIPLE WIDE LONGITUDINAL TIE DOWN REQUIREMENTS Q%OVESSIOp,� MAIN I -BEAM . BRACKET IS 11go. STEEL MIN. `�SOSEPly 4`��/y�� O 3, N0. 1 1 /2, C042077 1!r � EV. 3-31-2404 FULL WIDTH WELDS 1/8' ORCIVIL THICKNESS OF BRACKET STq%EOF (MIN). al.0���� LONGITUDINAL TIEOOWN 3 1 2 - STRAP BRACKET DETAIL 1. NOTES` LONGITUDINAL ROTO NOTES N PAGE S-20 FOR STRAPPING AND RING ANCHORING SPECS. TIEDOWN REQUIREMENTS ORAMN Bl: jj,1 YMND 20NES „pxp I� DATE 11/29/99 1 Only Or1►� t�v: aoMrs S-21 PULL BACK INSTALL SHINGLES UP TO INSTALL DGE PULL BACK FACTORY INSTALLED FELT RIDGE WITH STAPLES SHINGLESOVER- TOEXPOSE ACCESS FOR RIDGE BEAM r OR NAILS PER SHINGLE R RIDGE BEAM- WITH BOLTING. WHEN FINISHED INSTALL 30 GA. ACCESS FOR RIDGE BEAM INSTLALLEDSOVERTANO� NAILS PER SHINGLE (1) STAPLE OR GALV. METAL OR PLYWOOD ACCESS AS SHOWN EXTENDING 6" MINIMUM AND FULLY CEMENTED AT LAP. NAIL ON EA. SIDE STRIP OVER HOLES. ROLL FELT BACK EACH SIDE OF RIDGE BEAM INTERWEAVE FIELD INSTALLED SHINGLES AS SHOWN TO RIDGE JOINT AND ATTACH WITH (2) LAYERS OF FELT, LAPPING TO MATCH FACTORY INSTALLED SHINGLES, JOINT AND ATTACH WITH STAPLES OR NAILS. STARTING AT BOTTOM AND WORKING TO STAPLES OR NAILS. S" EXP FACTORY INSTALLED FFOREFASTENING SHINGLES USE ROOF CLOSE - UP DETAILS TAG WITH STANDARD GABLE SHINGLES 11'02 GA. GALV. ROOFING ®� NAILS OR 1'x1'x16 GA. STAPLES 5 (2) LAYERS FELT, FIELD �s• INSTALLED AND ALY EMBEDDED �►CEMENT EXTENDING 6" FIELD INSTALL RIDGE SHINGLES VER RIDGE PULL BACK FACTORY INSTALLED FELT 36' WIDE, 90; ROLL ROOFING r 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, 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 ®� .DGES . TO BE ALY EMBEDDED �►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, 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 NO. C042077 CIVIL or CAUT�� ° ROOF CLOSE—UP APPLICATIONS TAG WITH STANDARD GABLE n D. HOLT DI"12-27-94 S- 30 PULL BACK FACTORY INSTALLED FELTINSTALL SHINGLES UP TO RIDGE WITH (4) STAPLES INSTALL SHINGLES RIDGE TO EXPOSE ACCESS FOR RIDGE BEAM LAYERS FELT, FIELD OR NAILS. PER SHINGLE RIDGE BEAM WITH BOLTING. WHEN FINISHED INSTALL 30 GA. INSTALLED OVER AND INS STAPLE OR GALV. METAL OR PLYWOOD ACCESS EXTENDING 8' MINIMUM NA NAIL ON EA. SIDE STRIP OVER HOLES. ROLL FELT BACK EACH SIDE OF RIDGE BEAM AS SHOWN TO RIDGE JOINT AND ATTACH WITH STAPLES OR NAILS. _ S. EX„ FACTORY INSTALLED �� FOR. FASTENING SHINGLES USE SHINGLES �� 1l'x12 GA. GALV. ROOFING NAILS OR 1'x1'x16 GA. STAPLES (2) LAYERS FELT, FIELD INSTALLED AND 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) PULL BACK FACTORY INSTALLED FELT 36' NIDE, 50j MIN. ROLL ROOFING SITE APPLIED SHINGLES UNDERLAYMENT TO EXPOS FIELD INSTALLED OVER VALLEY, (4) STAPLES OR WOVEN OVER THE VALLEY AS ACCESS FOR RIDGE BEAM LAPPED UNDER FACTORY NAILS PER SHINGLE SHOWN. ATTACH EACH SHINGLE BOLTING. WHEN FINISHED INSTALLED ROLL ROOFING 12' AS SHOWN WITH '(4) STAPLES OR NAILS INSTALL 30 GA. GALV. METAL OR AND FULLY CEMENTED AT LAP. INSURING. THAT NO NAIL IS WITH PLYWOOD ACCESS STRIP OVER INTERWEAVE FIELD INSTALLED SHINGLES IN 6' OF CENTER OF VALLEY HOLES. ROLL FELT BACK TO (2) LAYERS OF FELT, LAPPING TO MATCH FACTORY INSTALLED SHINGLES, 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 .2 24 ROOF CLOSE — UP DETAILS ALTERNATE VALLEY JAI NO. Cw2an CIVIL orcwl�� WADS ROOF CLOSE—UP APPLICATIONS ALTERNATE VALLEY WAN m D. HOLT aff12-28-94 S-31 FACTORY INSTALLED SHINGLES FIELD INSTALL --' (2) LAYERS OF TYPE 15 FELT UNDERLAYMENT FULLY CEMENTED BETWEEN PLASTIC PULL BACK FACTORY INSTALLED FELT TO EXPOSE ACCESS FOR EAVE CONNECTIONS AND FELT OVER EAVE 5%16' MINIMUM PLYWOOD SHEATHING LIFT FIRST COURSE -7SLES THAT OVERLAY THE FLANGE TO BE FIRMLY REMAINDER OF THE OF THE FACTORY VENT FLASHING - GALV. SHINGLE COURSES SHALL BE LAID INSTALLED SHINGLES TO FACILITATE THE METAL OR MINIMUM 50f ROOFING MATERIAL OR . OVER UPPER PORTION INSTALLATION OF TYPICAL APPROVED OF THE VENT FLASHING FLANGE VENT FLASHING AND ROOF JACK. AS SHOWN INTER -WEAVING HATH EAVE SHINGLES 15� MIN. No. 8z2 ASPHALT CEMENT — ` MOULDED AROUND PIPE AT FLASHING CONTACT SURFACE. (ALT: RUBBER GASKET) LAYERS WITH ASPHALT CEMENT / FIELD INSTALL SAVE SHINGLES ^ � STARTING AT BOTTOM AND WORKING METAL DRIP EDGE TOWARD FACTORY INSTALLED SHINGLES DIRECTLY ON DECK WITH (4) FASTENERS PER SHINGLE PER MFR'S. INSTALLATION INSTRUCTIONS R 0 0 F C L O S E — U P A P P L I C 77—T I —ON S V E N T P I P N NOTES: N SHINGLES W/ 11'x 12 GA GALV ROOFING NAILS OR 1'x 1'x -7SLES THAT OVERLAY THE FLANGE TO BE FIRMLY 16 GA. STAPLES. - SHINGLES SHALL BE CLASS 'C' EMBEDDED IN PLASTIC ASPHALT CEMENT. WIND RESISTANT OR BETTER 2 60 PSF C. 12 AT ADDON EAVE A ADD-ON EAVE INSTALLATION TABLE SHINGLES AND UNDERLAYMENT HOLD ROOF SHEATHING AND SHINGLES BACK FROM OUTSIDE FACE OF SIDEWALL 20 PSF 30 PSF 40 PSF 60 PSF 80 PSF 3/8' SHEATHING (GRAIN PERPINDICULAR OUT 24' TO I 3 10';. EXTEND UN POINT (To I 36" FROM THIS POINT (TO END OF FASCIA) 24'16' MAXIMUM EAVE MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAXIMUM 16' MAXIMUM 16' MAXIMUM TO TRUSSES) W/ 6d NAILS O 6. 0/C AND FIELD. I AND FOLD BACK FOR TRANSIT. PROTECT I UNROOFED PORTION W/ POLYETHYLENE PROJECTION No 8x2 No. 8z2 No. Bx2 No. 8x2 ' No. 8x2 SCREWS PERIMETER, EDGES, �J COVER FOR TRANSIT AND STORAGE. 1 x 3 LEDGER SCREWS CONNECTION AT 8'0 C 80CAT SCREWS e'0 C'AT SCREWS C DRIP EDGE PER SHINGLE MMRS. INSTALLATION INSTRUCTIONS �� �TRUSSES O 16' 0/C 7111?S 4 RAIL 3] 7 16 x 7 i6 x (3 7/i6 x 1 t.75•x15CA 5'x15GA 1. 8'x15GA 2 WOOD Na Ba No. 2 WOOD 1 (ALT: 24' O/C FOR 20 PSF ROOF ONLY) x CONNECTION STAPLES STAPLES STAPLES SCREWS SCREWS 1 x 3 LEDGER TO RAFTER RAIL FASTENED PER TABLE AT RIGHT j I I M4IE5: W/ 11'x 12 GA. 2 x 6 EAVE 24' 0/C 16. 0/C t6' O/C MAXIMUM t6' 0/C MAXIMUM A 0 C MAXIMUM 1 x 4 RAIL FASTENED TO ---- I - FASTEN SHINGLES GALV ROOFING NAILS OR 1'x 1'x BLOCK SPACING MAXIMUUM MAXIMUM 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 16 GA. STAPLES. - SHINGLES SHALL BE CLASS 'C'QQOEESSIO WIND RESISTANT OR BETTER 0 F Q�Jt,SEPyE EACH END OF STRAP I �� 1 x 6 MINIMUM RAFTER RAIL �P 2 x 8 FASCIA TO BLOCK W/ I (3) 1.6d NAILS SIDEWALL 2 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 MAX. EAVE SOFFIT AND SIDEWALL PROJECTION PER TABLE AT RIGHT ..,, 7% Ki t: a v DETAIL 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 (dN-SITE) 2X4 BLOCKS TO 1 x 3 LEDGER WITH (3) y8 X 2\' WOOD SCREWS. NO. 0042077 Eq, 3-31-2M 0NAIM ROOF CLOSE-UP- APPLICATIONS PSF 40 PSF ADD-ON EAVE [6KOOO PSF 80 PSF 8 du.+ er D.HOLT 3DAIE 2-8- S_ R a1uM er - °An ° ROOF CLOSE-UP APPLICATIONS VENT PIPE AT RIDGE - D. HOLT DAX 12-28-94S-40 AFTER RIDGE BEAM BOLTING FACTORY INSTALLED - VENT PIPE PROCEDURE IS COMPLETED, FIELD INSTALL RIDGE FIELD INSTALL (2) LAYERS SHINGLES PER DETAIL OF FELT OVER & EXTENDING 6' MINIMUM EACH SIDE OF AND RIDGE BEAM VENT FLASHING — GALV. HOLE MAY BE CUT METAL OR MINIMUM 500 IN RIDGE SHINGLE (2) LAYERS TYPE 15 FELT ROOFING MATERIAL FOR VENT PIPE FACTORY INSTALLED I FACTORY INSTALLED SHINGLES HOLE TO BE CUT THROUGH FELT LAYERS FOR VENT PIPE AS REQUIRED SHINGLES THAT OVERLAY ASPHALT CEMENT THE FLANGE TO BEDDED MOULDED AROUND PIPE AT IN PLASTIC ASPHAA LT CEMENT. FLASHING CONTACT SURFACE. (ALT: RUBBER GASKET) 1� 26 12 A F CLOSE - UP APPLICATIONS VENT PIPE AT RIDGE DETAIL NOTES: 1 THE METHOD AY BE FACTORY Essl j EP �F N TALLED ATPNON—MATING RIDGES.PLICATION J0 j10 2. SHINGLES SHALL NOT BE INSTALLED ON A ROOF HAVING y:�PQ A SLOPE LESS THAN 2" IN 12' UNLESS THE MANUFACTURER NO. WARRANTS THE SHINGLE FOR A LESSER SLOPE. C042077 3. SHINGLES ARE TO BE CLASS 'C' WIND RESISTANT OR BETTER. E* 3-31-21M4 4. FOR FASTENING SHINGLES. USE 1 1/4'x 12 GA_GALV. ROOFING NAILS OR 1"x i'x 16 GA. STAPLES CIVIL f1/)T--l[n e ° ROOF CLOSE-UP APPLICATIONS VENT PIPE AT RIDGE - D. HOLT DAX 12-28-94S-40 SITE INSTALLED CHASE NOTES: ` EXTENSION, CHIMNEY EXTENSION AND TERMINATION. FOR MINIMUM 1 TEN FOOT RULE SUMMARY ' o HEIGHT REQUIREMENTS REFER THE MINIMUM CHIMNEY HEIGHT ABOVE THE ROOF IS SPECIFIED 'tee TO FIREPLACE MANUFACTURERS BY ALL MAJOR U.S. BUILDING CODES. IF_THE HORIZONTAL tee;' INSTALLATION INSTRUCTIONS AND DISTANCE FROM THE CHIMNEY EDGE TO THE PEAK OF THE ROOF IS LESS THAN 10 FEET, THE TOP OF THE CHIMNEY MUST �e •�? � ��,��� � THE TEN FOOT RULE. SEE NOTES AT RIGHT OF SHEET. BE AT LEAST 2 FFET 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. ms's IN ALL CASES THE CHIMNEY CANNOT BE LESS THAN 3 FEET 'mac a ABOVE THE EDGE OF THE ROOF AT THE EGDE OF THE CHIMNEY. s 1o' -o' CHIMNEY R LESS PEAK OF ROOF o FACTORY INSTALLED EXTERIOR ROOF FIREPLACE CHASE. (13'-6' MAX. TRANSPORTATION HEIGHT) FOR SITE -BUILT CHASE FOLLOW FIREPLACE MANUFACTURERS FIGURE A—A INSTALLATION INSTRUCTIONS. CHIMNEY 10'-0' PEAK OF ROOF 32 ROOF FIGURE B—B EXTERIOR FIREPLACE JA SITE INSTALLED CHIMNEY EXTENSION AND TERMINATION. FOR MINIMUM HEIGHT REQUIREMENTS REFER ice•,:;_ , TO FIREPLACE MANUFACTURERS . '" 2. THE 2' IN 10' RULE IS NECESSARY IN THE INTEREST OF SAFETY INSTALLATION INSTRUCTIONS AND AND DOES NOT INSURE SMOKE-FREE OPERATION. TREES, THE TEN FOOT RULE SEE NOTES I I BUILDINGS, ADJOINING ROOF LINES, ADVERSE WIND CONDITIONS, AT RIGHT OF SHEET. ETC..., MAY REQUIRE A TALLER CHIMNEY TO DRAW PROPERLY. flro. ~,14 Cp QROFESSIO,y,� i Stt �SOSEPye `y¢P� FACTORY INSTALLED CHIMNEY 0 THROUGH ROOF WITH ROOF NO. FLASHING. (13'-6' MAXIMUM C042077 TRANSPORTATION HEIGHT.) Eq•L-2944 CIVIL EOF CALp "SET—UP INSTRUCTIONS" FIREPLACE CHIMNEY INSTALLATION GRAN BY D. HOLT °A112-2s—e4 S-41 INTERIOR FIREPLACE B EXTERIOR WALL OPTIONAL GARAGE HOME OF MANUFACTURED 5/8" TYPE "X" GYPSUM BOARD MAY BE APPLIED TO EXTERIOR OF . HOME MANUFACTURED HOME AT GARAGE AREA ONLY W/ 6d COOLER OR -YrCREWS SITEONE CONSTRUCTED EXTERIOR SIDING. WALLBOARD NAILS OR 1" BUGLE HEAD TYPE At IOF FIRE MANUFACTURED HOME 7" 0 C EDGES AND FIELD. (5/8" GYP. BD. APPLIED TO EXTERIOR CONNECT WASHER/ DRYER / ONE-HOUR WALL II 1 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 COVER TO SANITARY II REMOVE ACCESS COVER TRANSIT AND SET-UP). TEE AND FIELD If OVER WATER LINES, �{ ELBOW OFF OF FACTORY INSTALL WASHER r-- - II -------------------- INSTALLED LINES AND TRAP ARM' II II II P' -TRAP AND I FIELD I INSTAL_ HOT AND II II STANDPIPE � II WALSDHEROSE BIBBS FOR DOOR BETWEEN HOUSE AND II 1 I t I GARAGE SHALL BE MINIMUM I 1 1 I 11 1 3/8' THICK SOLID WOOD OR I� , I I 1 11 I FACTORY INSTALLED II LISTED 20 MINUTE FIRE DOOR_ I I OPTIONAL SITE -BUILT 1 1 If 1 WATER LINES I 1 1 WITH SELF CLOSER. 1 II ENTRY IN THIS AREA II I 1 11 11 II PER DETAIL 11 FACTORY 1 I !1- INSTALLED WASTE UNE, SANITARY �I ALL WALLS ADJACENT I� {�- TSF AND VENT THROUGH TO HOME SHALL BE OF II r II II ONE HOUR FIRE RESISTIVE 11 II CONSTRUCTION PER LOCAL II a II FACTORY INSTALLED 1 II ENFORCEMENT AGENCY ELECTRICAL JUNCTION II II o FIELD INSTALL WIRING ��, I BOX ("J" -BOX) SITE -BUILT WALLS I FROM FACTORY 1 N INSTALLED "J" -BOX fi j 1 1 j TO WASHER AND/OR I I II II I I DRYER RECEPTACLE II I II 1 SITE — BUILT GARAGEIj EXTEND FACTORY II i _ ------ I I I I INSTALLED GAS II II PIPE AND FIELDII I II II INSTALL SHUT-OFF II 1 I I ====,J VALVE ASI I I FACTORY REQUIRED FOR �cI-- I-- NSTALLED --------------------- GAS DRYER GAS LINE NOTE- GARAGE SHALL BE SITE +a CONSTRUCTED PER REQUIREMENTS OF THE LOCAL ENFORCEMENT AGENCY. VERIFY ALL MINIMUM ALL FIELD INSTALLED ELECTRICAL, GAS, WASTE AND WATER 24'-0" MAXIMUM SIZES AND CLEARANCES WITH LINES SHALL CONFORM TO THE REQUIREMENTS OT THE LOCAL LOCAL ENFORCEMENT AGENCY. ENFORCEMENT AGENCY. 48 8 PLAN VIEW 7 SITE — BUILT GARAGE IX UTILITY CONNECTIONS JB OPENING TO 10 ISS: EXTERIOR WALL OF MANUFACTURED' MANUFACTURED w HOME 1. GARAGE MUST BE DESIGNED AND CONSTRUCTED AS TO BE HOME x INDEPENDENTLY SUPPORTED FROM MANUFACTURED HOME (FREE STANDING). QROfESSIDN,� JOSEP/�Ifj` ENTRY I1 FIELD 2. THE DESIGN AND CONSTRUCTION OF THE GARAGE AND/ORP ENTRY IS SUBJECT TO THE APPROVAL OF THE LOCAL j0P� NO. 11 I INSTALLED I1 �E"T' ENTRY ENFORCEMENT AGENCY. C042077 ALL WALLS ADJACENT TO HOME SHALL BE OF DOOR ll 3. SET-UP INSTRUCTIONS REQUIRE THAT THE GARAGE BE ONE HOUR FIRE RESISTIVE lz[ .ENTRY INSTALLED AS PART OF THE ORIGINAL INSTALLATION. E)p. 3-31-2M4 CONSTRUCTION PER LOCAL ENFORCEMENT AGENCY 11 4. PASSAGE DOOR BETWEEN THE HOUSE AND GARAGE SHALL CIVIL NOT COUNT AS ONE OF THE TWO REQUIRED EGRESS DOORS. OfCAL5 /N0? 5. OPENINGS FROM THE GARAGE (INCLUDING PASSAGE DOORS), DOOR BETWEEN HOUSE AND. EY/GARAGE SHALL BE SITE ARE NOT PERMITTED DIRECTLY INTO A BEDROOM. GARAGE SHALL BE MINIMUM CONSTRUCTED PER APPROVAL mA'm "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. °�� °� D. HOLT °A1o1—o3—ss S—jQ 48 PLAN VIEW SITE — BUILT ENTRY AT GARAG "CALIFORNIA' GARAGE GABLE TRUSS 2 x 3 MIN RIDGE ROOFING MATERIAL; OVER (2) LAYERS SITE-BUILT OR CONVENTIONAL 2 x 6 OF #2 CONT. SUPPORT PURLINS TYPE 15 FELT (OR EQ.). OVER 5/16= 01; FILL FRAMING OVER FRAMING RIDGE BOARD AT 48' 0/C (BEYOND) 3/8' CDX PLYWOOD 24/0 INDEX WITH MANUFACTURED HOME —FACE GRAIN PERPENDICULAR TO 5/8' TYPE 'X' GYP. SIMPSON 'LU26' - FRAMING W/ 6d NAILS AT 6' 0/C EDGES, .BD. FLOOR TO JOIST HANGER 12" O/C FIELD., ROOF SHEATHING VALLEY SHINGLE APPLICAONS INSTALL PER OR I I ROOF UNE OF i f_ _______ _____ ____ __-- t t MANUFACTURED HOME c 2x3 FLATS AT 24' O/C N W iI II 0 o I� t� 2x4 RAFTERS x it aD------- 1j --------------- 11 Ii GARAGE TRUSSES - AT 24' 0/C OR CONVENTIONAL 'j` 2x3 SUPPORT POSTS AT 40" 0/C MAX. ALONG II II 'CALIFORNIA" FRAMING ANY PASSAGE DOOR. L EACH 2x4 RAFTER N FILL II FROM HOUSE TO GARAGE SHALL BE i(' II FRAMING PER II SOLID WOOD OR LISTED 20 MINUTE FIRE DOOR W/ SELF CLOSER 16 O1 II ______-�_%�� SECTION CALIFORNIA FILL B ROOFING MATERIAL, OVER (2) LAYERS 2 x 6 OF #2 CONT. RIDGE BOARD I y j j I W I I ALL WALLS ADJACENT TO TYPE 15 FELT (OR EQ.). OVER 5/16' OR i i 1 MANUFACTURED HOME 3/8" COX PLYWOOD 24/0 INDEX WITH (3) 12d NAILS TOE -NALED v SHALL BE OF ONE-HOUR FACE GRAIN PERPENDICULAR TO AT EACH RAFTER TO RIDGE I I I CONSTRUCTION PER LOCAL FRAMING W/ 6d NAILS AT 6" 0/C EDGES, 0 M I SITE =mjGAR E I ENFORCEMENT AGENCY. FOR ADDITIONAL. 12' 0/C FIELD., (4) 10d NAILS OR (6) 7/16"x 2\'x INFORMATION SEE 20 FLATS 16 GA. STAPLES FROM 20 SUPPORT POST TO 2x4 RAFTER AT 24" I I 1 . 2x4 RAFTERS ----- - - - - 2x4 RAFTERS AT 24' O/C AT 24" 0/C LENGTH VARIES GNAR GE SHALL BE SITE. 2X3 MIN SUPPORT POSTS (2) 10d NAILS OR (5) 10d 3 7/16'x 2\'x 16 NAILS SITE-BUILT GARAGE CONSTRUCTED PER THE AT 40' 0/C MAX. ALONG GA. STAPLES (TYPICAL REQUIREMENTS OF THE EACH 2x4 RAFTER (TOE-NAILED) EA. END) LOCAL ENFORCEMENT' 2 x 3 MIN RIDGE AGENCY. SEE NOTE 1. SUPPORT PURLINS(3) 12d NAILS OR AT 48' 0/C 16 \(TOE-NAILED) 128 GA. STAPLES 12 PLAN VIEW SITE — BUILT GARAGE JA . ELEVATION. CALIFORNIA FILL FRAMING ic 5/16- OR 3/8- COX PLYWOOD UNDERLAYMENT NATES: ROOF SHEATHING 24/0 _] 6d NAILS AT.6' O/C ROOFING MARTERIAL 1. GARAGE MUST BE DESIGNED AND CONSTRUCTED AS TO BE WOFESSlo �!f EDGES, 12" O C / � INDEPENDENTLY SUPPORTED FROM MANUFACTURED HOME (FREE STANDING). ���0 S SEP, j0 EPyE FIELD � — — — \S1 �� P ti (4) 1Od 2. THE DESIGN' AND CONSTRUCTION OF THE GARAGE 10�P 2X4 RAFTERS NAILS OR NA S OR IS SUBJECT TO THE APPROVAL OF THE LOCAL N0. AT 24' O/C ENFORCEMENT AGENCY. C042077 2X6 OF 9 1m \'x 16 GA. STAPLES 3. SET-UP INSTRUCTIONS REQUIRE THAT THE GARAGE BE RIDGE BOARD INSTALLED AS PART OF THE ORIGINAL INSTALLATION. Do. 3-31-2001 2 10d NAILS OR ^--) 4. PASSAGE DOOR BETWEEN THE HOUSE AND GARAGE SHALL CIVIL 7/16% 2\'x 16 GA.NOT COUNT AS ONE OF THE TWO REQUIRED EGRESS DOORS. OFCAUF0 STAPLES (TOE-NAILED) ROOF UNE OF 5. OPENINGS .FROM THE GARAGE (INCLUDING PASSAGE DOORS), MANUFACTURED HOME ARE NOT PERMITTED DIRECTLY INTO A BEDROOM. 20 FLAT 2x3 SUPPORT POSTS DRA116 "SET—UP INSTRUCTIONS" R" 1D/0S VfN AT 40" O/C MAX. ALONG SITE—BUILT 20 PSF EACH 2x4 RAFTER GARAGE 30 PSF a 6 HOMES WAM By D. HOLT DATE 1-5-95 mm BY DATE 11 /25/99 S— 55 ATTACHMENT DETAIL D D zc= f") (7 DSD z0U) OAjA r D — — — — MEW 0>5 cA -DA Dmr� DO 00 -4OZm . tai 'rr) 9 a req �I /► z I mcm �P c" M-n m00 �r �Z. 9Z. 26cg N A �I 1► l I a-n x0 {o 0040r^ 0 U t= �` I II 11 I II l O I my Cp'r n-nx �'> 1 II 1 II 11 I 11 I rrncm I m rn Or^ M rry* ^' II000 `�'jII I II 11 ll/ 1► 1� D c7 A102 D�m v I I m m i 0I C II � 11 1Ilif A f 7 n rr1 0_4R cA m I M►11 -I _ _ _ = 11 1 III► m V) fn O �0A O 1 I ------------- Dn) ►11 ► I A I ^m -0100 xq MEW p S- 0 , OD , O AMp*mC op MC rn O D N y-pitD D{ nF DA O (n rUI0 p� �O 5:M< I A I p • to p D C m m p �, r'1 I \ U .0 I m z N m n z _ Z N �? FACTORY 2x6 DF 1 RAFTERS I 0 m A l O/C n O I I C D _ V N x ( A m O s Z Maoo C00Z m00t7m C ; I I A x I m I I N> M� Z 0 C I q 0 I 0 °� '°sr. r-CA In CD I o I Ai -------------- J m— 16' MAX. EAVE ON C% MANUFACTURED HOME MANUFACTURED 12'-0' MAXIMUM 16' MAX. 12' Id fO o 6' EAVE al);; D * @3' x OD ; ; _0 Or �O�Z ZDZZD NZN �MO�� r-rD\\ Dr N mmWD rry� OO{� R .Opx 00gn nip MOP A c�S to rel >mC0 O DDMzr" pF ZAFn� O AyAZm 0 n' 'a' Y ..gg n OS -^ •O N O z y p 1 m V N O V) O p--DA p p A '+lA�:m D cOr F Cn{ 00 0>> OmZA> 33 r ZZA,, ZZ�N N 0 Arp mtn .N O CVfOD �1 0 �rn, D >, rD Om O0 zN >��An C Amz O 0 AD {=Om?: to Z Z Nx S A Z D0i1c) V) or �� = o A Om A ? OtA�A N ZOrx NT.Zp� �ZDOA ��'AO) C N ��Z �yC ;6 00-0 .r A I+1 mA.A C D i� °f N m A O NC�'A O Z'�NmO pN NIA OpOZr� 0 fir" 2Ax O M>xo Oi a O DN GS. m v ),63 I o-q Sr-nrm* Z rn> D Mwx ZM0 c O>y o 0 * VO) D m fOA m A v�ijZ r- O DAX AApO N C) DA m0N"nA O 0 :gl O m (m�� x IA v�0 I-CAW 0>=0 mZ�Z'a �oACD x yam 1 mn N�cZ0 02-010 Q is rTl N m W 1 D O 0. V D D -D0 { 0>=l O Z Z -4>0 OZ>ZM C Z A >5r-> D-)f)$ D p Z Z O Oz m. D AP m' rc)o rn m Z Or -(� Z ''I O^2 N ; Z x CtO/1 �OfO*1>O C oD�'� Of^Zm A m0o�' p;> �,Oy �Z2m56 > Drnrnz I N In O A O 0 A O C)v. 0 1 yAS gtn8- COa7 N00M Z n�rZ A p Ox 0 x { �D�C ' FZyD ZOO ; 0�p C s C 0 0 AAA A<DAr•Ai0 ,m0.0b r--aZ') m Wp rO D-1;�Z ; rb cr D v X r- v x a DNo L r" 00 POM Z, 00-m WZ-1M 0. D0 ZM> hA Rt>O CICA >O�Ap N 00 C C m P x xrgo �-itvA p\CNZ MW to- �NZD �'>P� r v >O >S rm 0290D AIon 0 ,0� D �mcfDp OVl>ZT rn D NZ C� mr>-ZF ZMZ VftAOn ODZD O nN n� m = V A Z O O --4 -4 m A >-m ymy0 cow 0M-z Z,��� -<> Drmpgli OOm�O r 1155 0Gm> AOp== m A A x pm �0 0M 6m ZM zZ� AZ OZ > mr c > O > 4� > co > Aym OD Ar C rO nD 109 Z if >m A A Z tv2oA 0 ROOF SECTION AT TRUSS PROFILE FOR TRIPLEVADE ' ION -AT TRUSS PROFILE MS SITE INSTALLED ITEM - SEE SHEET S-62 "SITE INSTRUCTIONS FOR HINGE ROOF CLOSE OFF". a_FACTORY INSTALLED ITEM - SEE SHEET S-63 "FACTORY INSTALLED NOTES'. GFN_FRAL 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. fE1ma i0. Rrm BY I DME WAM HINGED ROOFI� MPanufactudr CLOSE—OFF BY CRB - DAk 1-23=97]An�P¢FI S-61 N0. 0042077 CIVIL �+R or cwlo� MAW ROOF CLOSE—UP APPLICATIONS TAG WITH STANDARD GABLE MAN BY. D. HOLT "12-27-94S-3 INSTALL SHINGLES UP TO INSTALL RIDGE PULL BACK FACTORY INSTALLED FELT RIDGE WITH (4) STAPLES SHINGLES OVER RIDGE BEAM WITH TO EXPOSE ACCESS FOR RIDGE BEAM (2) LAYERS FELT, FIELD OR NAILS PER SHINGLE (1) STAPLE OR BOLTING. WHEN FINISHED INSTALL 30 GA. INSTALLED OVER AND NAIL ON EA. SIDE GALV. METAL OR PLYWOOD ACCESS EXTENDING 6' MINIMUM AS SHOWN STRIP OVER HOLES. ROLL FELT BACK EACH SIDE OF RIDGE BEAM TO RIDGE JOINT AND ATTACH WITH STAPLES OR NAILS. S•' fX FACTORY INSTALLED — FHOR FASTENING SHINGLES USE T SHINGLES --- —, 1'02 GA. GALV. ROOFING NAILS OR 1'xt'xl6 GA. STAPLES S —6` (2) LAYERS FELT, FIELD INSTALLED AND EXTENDING .6' FIELD INSTALL RIDGE SHINGLES OVER RIDGE OVER MATING JOINT, SAME AS OVER RIDGE BEAM FIELD INSTALLED FELT ` OVER .JOINT t --- FACTORY INSTALLED VALLEY ROLL ROOFING ALL EXPOSED EDGES 7• ) OF SHINGLES TO BE I ��� +' FIRMLY EMBEDDED �• a , 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 SHINGLESL/J HOLES. ROLL FELT BACK TO (2) LAYERS OF FELT, LAPPING TO MATCH FACTORY INSTALLED SHINGLES, JOINT AND ATTACH WITH FACTORY INSTALLED FELT 6- STARTING AT BOTTOM AND WORKING TO a STAPLES OR NAILS. ` AND FULLY CEMENTED AT LAP. RIDGE AS SHOWN 24 ROOF CLOSE — UP DETAILS TAG WITH STANDARD GABLE JA N0. 0042077 CIVIL �+R or cwlo� MAW ROOF CLOSE—UP APPLICATIONS TAG WITH STANDARD GABLE MAN BY. D. HOLT "12-27-94S-3 ' 32 3/8" MAX TYPICAL LISTED CAP TRUSS TYPICAL MAIN ROOF TRUSS 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 '"' CAP TRUSS HINGED TO MAIN TRUSS WITH NYLON STRAP ENABLING THE TRUSS TO FOLD DOWN INTO ROOF CAVITY FOR TRANSPORT. r-2]— INSTALL TEMPORARY 2X3 STUD GRADE EDGERAIL TO EACH KINGPOST WITH (1) No. 8 X 3" WOOD SCREW (D—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 HIN 7/16/02 (-WN—SITE INSTALLED ITEM - SEE SHEET S-62 U.O.N. m "SITE INSTRUCTIONS FOR HINGE ROOF CLOSE OFF". _FACTORY INSTALLED ITEM - SEE SHEET S-63 U.O.N. "FACTORY INSTALLED NOTES". C N RA 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 REQUIRED 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. RDW BY mums HINGED ROOF Manufacturing, CLOSE—OFF H LP aluw Br RW TM ME7/3/02 40 PST 5-61.1 S I T E I N S T R U C T 1 0 N S DOUBLEWIDE INSTRUCTIONS OBOLT RIDGE BEAM HALVES TOGETHER AT MATING LINES PER INSTALLATION MANUAL SHEET S-11, DETAIL W. OAT 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 OUTLOOKER EXTENSIONS. FASTEN OUTLOOKERS TO HINGED TRUSS TOP CHORD WITH (2) No. 8x3" WOOD SCREWS AT EACH CONNECTION. OINSTALL CONTINUOUS 2x8 FASCIA BOARD TO ENDS OF OUTLOOKERS WITH (3) 16d NAILS AT EACH OUTLOOKER. SPLICE. FASCIA PER SET-UP MANUAL DRAWING "S7_16". ®APPLY 3/8" APA RATED 24/0 ROOF SHEATHING OVER ENTIRE SURFACE OF SITE INSTALLED CAP. FASTEN SHEATHING WITH 8d NAILS AT 6" 0/C EDGES, PERIMETER AND FIELD. O5 INSTALL A MINIMUM OF FOUR ROOF VENTS (50 SQUARE INCH NET OPENING EACH) AT EACH HALF OF UNIT OVER CUT-OUTS IN FACTORY INSTALLED SHEATHING TO PROVIDE ATTIC VENTILATION. © APPLY ROOF SHINGLES WITH UNDERLAYMENT IN ACCORDANCE WITH SHINGLE MANUFACTUR- ERS INSTRUCTIONS. SHINGLES AND UNDERLAY- MENT SHALL BE INSTALLED TO CONTINUE UPWARD FROM FACTORY APPLIED SHINGLES OFASTEN EACH HINGED KING POST TO 2x4 LEDGER W/ (2) No. 8 x 3" WOOD SCREWS. 8 INSTALL CAP TRUSSES TO EACH HINGED RAFTER CHORD WITH A 6 3/4" OVERLAP EACH SIDE. FASTEN EACH SIDE WITH (4) 8d NAILS. F O R C L O S E - 0 F F TRIPLEWIDE INSTRUCTIONS m OBOLT RIDGE BEAMS TOGETHER AT MATING LINES PER INSTALLATION MANUAL SHEET S-11, DETAIL W. O2 AT 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 OUTLOOKER EXTENSIONS. FASTEN OUTLOOKERS TO HINGED TRUSS TOP CHORD WITH (2) No. 80" WOOD SCREWS AT EACH CONNECTION. 3 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". ®APPLY 3/8" APA RATED 24/0 ROOF SHEATHING OVER UNSHEATHED SURFACES OF HINGED ROOF. FASTEN SHEATHING WITH 8d NAILS AT 6" 0/C EDGES, PERIMETER AND FIELD. 4b APPLY 3/8" APA RATED 24/0 ROOF SHEATHING OVER THE GAP BETWEEN SECTIONS OF THE HOME. FASTEN SHEATHING WITH 8d NAILS AT 6" 0/C EDGES, PERIMETER AND FIELD. O5 INSTALL A MINIMUM OF SIX ROOF VENTS (50 SQUARE INCH NET OPENING EACH) AT EACH SIDE OF RIDGE OVER. CUT-OUTS IN FACTORY INSTALLED SHEATHING TO PROVIDE ATTIC VENTILATION. ©APPLY ROOF SHINGLES WITH UNDERLAYMENT IN ACCORDANCE WITH SHINGLE MANUFACTUR- ERS INSTRUCTIONS. SHINGLES AND UNDERLAY- MENT SHALL BE INSTALLED TO CONTINUE UPWARD FROM FACTORY APPLIED SHINGLES OFASTEN EACH HINGED KING POST TO 2x4 LEDGER W/ (2) No. 8 x 3" WOOD SCREWS. ® 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 SPACED 4" 0/C. l G E N E R A L N 0 T E S 1. ALL MATERIALS REQUIRED FOR SITE CLOSE -OFF SUCH SHINGLES, SHEATHING, FASCIA, OUTLOOKERS, BOLTS, ATTIC VENTS, FLASHING, SIDING, ETC... SHALL BE SUPPLIED BY GOLDEN 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. 3. FACTORY SHALL PROVIDE PROTECTION FROM WEATHER DAMAGE ON UNROOFED PORTIONS OF HOME DURING TRANSIT AND STORAGE: 4. ALL FASTENERS EXPOSED TO WEATHER SHALL BE CORROSION RESISTANT. 5. AT EACH END OF UNITS, FIELD INSTALL SIDING TO MATCH TYPE THAT IS FACTORY INSTALLED ON MANUFACTURED HOME. INSTALL SIDING PER MANUFACTURERS INSTRUCTIONS WITH 6d CORROSIVE RESISTANT NAILS AT 6" O.C. EDGES AND FIELD. Timm aysm er um muc SITE INSTRUCTIONS Manufacturing, IWOFOR HINGE ROOF CLOSE - OFF S_ P diner CRB DAU1-22-97 I4nPSFI S -C2 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 ' m t 1. ALL MATERIALS REQUIRED FOR SITE CLOSE—OFF SUCH SHINGLES, SHEATHING, FASCIA, A 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 GOLDENWEST HOMES AND SHIPPED LOOSE WITH THE UNIT. ©INSTALL 2x6 FLAT OUTLOOKERS AS SHOWN PER STRUCTURAL DRAWING 96.03 AND PER STRUCTURAL DRAWING 96.04. t © 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 © 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 ONDERLAYMENT PER STRUCTURAL DRAWING No. 96.60 DRAWING No. 96.60 4. ALL FASTENERS EXPOSED TO WEATHER SHALL ' BE CORROSION RESISTANT. DR 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 D 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. acxsars Mn Kvw By as MSW 11/17/0 poria HINGED ROOF FACTORY INSTALLED NOTES WOOSMPanufacturing, bum By CRB DAN 1-23-97 40 PSF S-63 RESIDENTIAL 025-290-007 PERMIT#94-1587 ' PERKINS, DENNIS & ELIZABETH 736 VANCE AVE., BIGGS OPEN DECK/MH I JOB FINALED (Date) Signature DENNIS & ELIZABETH.PERKINS 902 VANCE AVE BIGGS, CA 95917 s� � Va ^� Co, BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: 1916) 538-2140 RE: Building Permit #94-1587 Expiration Date: 6/21/95 A.P. # 025-290-007 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into the category marked below: [ ] Permit work started, but -not completed. Permit may be renewed for 1/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. [XXI No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. If our records are in error or should you have any questions concerning this matter, please contact the ogoyTTT�. office. Thank you for your prompt attention concerning this matter. Yours very truly, Michlael C. Vieira, C.B.O. MCV:ahb Manager, Building Inspection Attachments Chico Office - 1469 Humboldt Rd/891-2751 Paradise Office - 747 Elliott Rd/872-6307 J=OK O=Not OK = Not Applicable MOBILE 'HOMES ' =Not Ready ' Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L" ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card 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. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECK OVERS, CARPORTS, GARAGES, Plans OK except #'s ing Requirements -Setbacks -Easements Foo��Soils-Size-Depth-Spacing-Con necto rs-Steel e.11 Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof hthg-Roofing E7 xt.; Steps -Doors -Landings Date Card B- Date Card B-1 Date/ % Card B Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK O=Not OK -=Not Applicable Not Ready RESIDENTIAL (Single & Duplex) = Date UNDERFLOOR (Plans) OK except a's 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel -Bloc kouts-Wra pped 6. Stemwalls. Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except 4's 16. Water Htr.: Vent -Access -Combustion Air -Baffle -------------------- ----------------------------------- 17. Water Pipe; Test & Anchor -Nail Protection - -- 18. D.W.V.; Test -Fittings & Anchor -Nail Protection ------ ----- ------------------- 19. Shower Pan: Test. First Floor -Tub Access -------- ------------------------------------------ 20. Test Tub & Shower. Second Floor -Tub Access 21. Gas Pipe: Size & Anchors ------------------------------------- --------------------------------------- Date Card B-1 Date Card B-1 -----------------------------------------------------------------F Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except a's 22. Fixture & Transformer Clearance -Ins. Protection --- ----------------------------------------------------------------------- 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled --------- --------------- --------------- -- -------------------------- 25. Romex Installed Close to Edge of Studs & C.J. ----------------------------------------------------- 26. Equip. Ground made up w/Meth. Fastners-Bond Gas & Water ----------------------- -------------------------------------------- 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI ------ ---------------------------------------------------------------------------- 28. Subfeed Wire Size / r ga. Cu or AI-A.C. Wire Size / / ga. Cu or At - - - - ------------------------ 29. Range Circ. / r ga. Cu or AI -Oven Circ. / / ga. Cu or At. Insulated Neutral ❑ Yes ❑ No ----------- ------------------------------------------------ 30. Service -Riser Conductors & Ground -Main Disconnect -------------------------------------------- 31. Equip Clearances Panels-Motors-Mech. Equip. -------- - ------------------------------------------------- 32. Clothes Closet Light -Shower Light -Spa Light --- - - -------------------------------------- --------- 33. Smoke Detector ----------------------------------------- ----------------------------------- Date Card B-1 Date Card B-1 ---------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except tr's 34. A.C. Ducts Insulation & Support ------------- ------------------------------------------------------- 35. Vent Fan Exhaust above insulation ------------- --------------------- 36. Condensate Drain & Overflow: Size & Grade ----------------------------------- -- - 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet ------------------------------------------------ - ---------------------------------- 38 ---------- -----------------------------_.----------------------------------- 38 Attic Access & Platform if Furnance in Attic --------------------------------------- - ----------------------- -- -- -------- - Date Card B=1Date Card B-1 -- ----------------------------- - --------------------------------------- Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except k's 39. Sils. Proper Material & Anchors •------ ------- -------------------------------------------------------------- 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound --- ----------------------------------------------------- - 41. Bearing Walls over Girders & Floor Nailing -- - -- - - - --- ---------------------------------------------------------- 42. Draft Stop m Walls (rat proof) 43. Fire Stops: Furred Ceilings -Stairs -Chases -Tub ------------------- -------- 44. Headers & Beam -Size &. Bearing Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin-roof Bra c-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access: Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions _ 50. Garage Fire Protection Framing - 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access ------------------ -- 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows -------------------------- Date _ _Card B-1 Date Card B-1 Date - Card B-1 Date Card B-1 Date FINAL (Plans) OK except N's 61. Ext. Steps -Door & Sidelight Protection -Landings 62 Smoke Detector 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meth. Protection ----------- 64. Bedroom Exiting ---------------------------- --- 65. G.F.I. & Bath Fixtures & Tub Access -Spa ----------- 66. Elec. Trim & Subpanel; Breaker Sizes & Labels -------------------- 67. Stags & Rails 68. Fireplace or Stove:_ Clea rances-Hearth 69. Elec. Outlets at Wood Panel: Int. & Ext. 70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Gap-CookingClearance 71. -Elec. Outlets & Receptacles at Kit. Counter ----------------------- ------ 72. -Garage -Fire Door; Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor -Meth. Protection ---------- ------------------ 75. Plb.. Elec. & Mech. Equip. Listed for Location ------------------------------ 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection -------------------------------- ------------------ 7;. -Insulation -Foam -Looked in Attic ❑ Yes ---------------------------- -- 78. Guard Rails & Deck -Co nstruction- Post Caps 79. Fdn Vents & Crawl Hole Door -Drainage & Wood -Earth -.-------Clearance Looked under Floor [3 Yes 80. Following instld._Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters- ❑ Yes ❑ No ----------------- -------------------------- 81. Stucco: Brown -Finish -------------------------------- 82. A.C. Unit Disconnect. Electrical, Plumbing _ 83. Vents Above Roof: Plbg -Appliance-Fireplace.-Clearance to Openings 84. Water Well; Disconnect, Electrical, Plumbing ----•----------------------------- --- - 85. Exterior Elec. Trim; G.F.I. Recep tacle-Underg round - ------------------------ -- - - 86. Ventilation Throughout House ------------------------- 87. ---------------87. Glass Protection ---- ------ --------------- 88. Corrections - from Previous Inspections ------------------------------------------- 89. Gas Test -Meters Tagged: Gas -Electric •------------------------------------ ----- ------------ 90. Water & Sewer Connected -C/O to Grade -HD Approval -9 1. Energy Compliance Certificate -O -*her Certificates ------ ------------------------- Date Card -B-1 Date Card B-1 •-------------------------------- Date Card B-1 Comments at Final: Date _ Card B-1 Date _ Card B-1 Date Card B-1 COUN'iY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 Counter Center Drive - Oroville, California 95965 - Telephone (916) 538-7541PERMIT N APPLICATION AND PERMIT �n -?4/ ZIP' ASSESSOR PARCEL NUMBER 025-290-007 A40 ZONING BUILDING PERMIT OWNER DENNIS & ELIZABETH PERKINS TELEPHONE 868-5587 SQ, FT, OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 902 VANCE AVE BIGGS CA 95917 64 0 448.00 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTOR'S MAILING ADDRESS NONE Fireplace CONSTRUCTION LENDER NONE UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ 15.00 ARCHITECT OR ENGINEER NONF LICENSE NO. Plan Checking Fee $ 23.00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 736 VANCE AVE PERMIT FEE $ 58.00 RTGGSI 95917 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO. SUBDIVISION'S NAME _7 MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF ❑ Duplex ❑ MobilehomeXI Other � SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G I W @20.00 TYPE OF WORK New ❑ Addition lxRemodel ❑ Utilities ❑ Installation 1:1Other ❑ Describe Work: OPEN DECK PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( 800V OR LESS ) 200A OR LESS 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( 8 ACC. BLDS. ) SO, 3.50 FT. CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) ❑ 1 am a licensed under provisions of Chapter 9, Division 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 compensation, 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 contractors. (Sec 7044) El am exempt under Sec. Business and Professions Code forthis reason NEW CONST.LTI-OUTLET •NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWERAPPARATUS ) S SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 BAL. 9b 50 Ex. Occup.FIXEDAPPLNS.OR ( OUTLETS IRESID.1 EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. 19 1 shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said"� County in consequence of the ting ofthispermit. XY DateQ ' Signature of Ap nt --M Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST T V TOTAL FEE $ 00 D.. F� IMP I F-LOOD, I CIIF PARCEL PD —� I HD SSU ' This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. r� BY ,1J `�V '�_kqK�H_, Date(� PERMIT EXPIRES ON — / (De tel Receipt No. 1 6681 2 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT . +0}rhn,�S^t• „�'''"fw�ilkzi n'%►;+�r''/yi✓+vr:'P'1.''j.�"`r' �'.`, y�„?a!' Y»' tai'.'°�#_."'Wcw...t. _•t.^'ar'''�"iif.... .�r._j �• -r - , ,.�+o"F+i•i.. r. ''li ti s t . ir! � ^.sem +. ,k. ,,.•...-.�-.-., ,, , „.• COUNTYOF BUTTE -DEPARTMENT OF DEVEL9PMENTSERVICES -BUILDING DIVISION ._: 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPH�NE ( 16) 538-7541 g 7 D 'q PERMIT APPLICATION DATA HEET OWNER 12 h n S � �'� 4 b I, I h S A. P. No. a1 Jr O Proposed Building Use Building Inspector Date w/o 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 Jtems have been submitted . ....................................... . 2. Plot plans, 3/4 sets, signed by preparer of plans . ......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ..................... . 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............1 ` 5. Hazardous Material Form . ........................................... I 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check)..... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets . ... ........ . 10. Fees of $ ........................................... 11. Impact fees as shown on attached schedule. '�............................. 12. California Department of Forestry plan approval/fees. ....................... . 1 . Flood elevation letter (100 year floby Cal' rnia Engineer. ...... ....... . 4. Sanitation and plot plan approval;�yU r Health Department. . '"........ 15. City of Chico plumbing permit . ........................................ . 16. Plot plan and businesslicense approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development.about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. .. . Freaped nsi.on reque� 20. Pre -inspection for required. .. to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner _)............ 24. Recorded copy of Agricultural Acknowledgement Statement . ................... 25. Letter of signature authorization . ......................... :............... 26. Copy of recorded deed of parcel creation and 60 right of way to a public road.'.... . 27. Letter of intent on building use . ........................................ . 28, Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. = 30. Documentation of 50% subdivision developed or (A) Road improvements completed tom' and (B) Parcel meets zoning area and frontage requirements . .............. . 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. When issue the permit, proce s as follows: Mail to owner. Mail to contractor. 1-1 Telephon and hold for pickup at office. Deliver with inspector. Parcel Creation •`' & I // Acreage i Applicant �S1 �i��- Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to 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's mail Counter by _ Date Contractor, designer, owner, was advised of above required, data by- phoiie,mail_ Counter by _ Date Plans checked by Date i?'( : t: �`P,I 'ns app�o ev by Date/ -9, y Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works U O Y Plot P W Anac6ea��r;e, �` Floor Plan AttacW Sea to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance ,no x7.36. i /LAS -.25a V,-- , Av, Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well r ' e . Others Hold final for: Final clearance O.K. for: NOTE: ironmenta6 Ilth Specialist 8/92 fAAAQ 114 /11� Date COUNTY OF BUTTE " Department of Development Services Building Division Oroville: 7 County Center Dr., Oroville CA 95965 Ph: 916-538-7541 Chico: 1469 Humboldt Rd., Chico CA 95928 Ph: 916-891-2751 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or 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 Address 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: Property Owner Social Security Number Date (0 - k -U NOTE: This Owner -Builder Verification is sent to you".as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Cgico KA P VIOq( At -b ` atisbdp Shan Be IU U.X.MU i� VOTIOn nt1GG5 and /p roizad Good Pr D ordauncs v„-wN Reco:. „-•�c,�1. use escrpi jed for t: fc�:` S ss eche e'� of e, Quality " vwmci ►� & M io trio U�n forte= -Buil j�leetrioa Vie' God eud tUs'AationaL APPROVED Butte County Environmental Heath --- Date 1 Signature A p-armit will be required for the installation of the mobilehome. . �' horns ur. Tb 7-cAto �. A 9gTC� (18_ot/� s AIO eQi i R� I ASOF s`�q��T 4 "10AD Fj', SAV d�� S A G� ScP t � cr S'•�s?�M This sed' of PIMs and spmMeations T be kept o the -.job at, 3 times a.j, It i.s un, iawf �i to Yuc'.L'a c'i=j1�.,E.a or s1t'3Se:•,.�I: M.9mme without writte rei�missio from the Da v6ment of-pubms Tt. ? Morks, County of tt9.SHc t 'Vaca kept w . mak WO r �SZU� INSC AND ( �•. ,.. LIN ES AdV17 �•`- N( a4c _....... . cm ®ve POIA�y S LL of 4► r11r �5 U1 • y the::.:. . L lC� lcP�tlr�EVj y��(�h -+ � - Q F_------� i sv � - ouNrr 3UILDItdG DEPARTM APP G rz, I t 9 46 6' TYP. ,K— I %6" T4 G PLYWOOD CC EXT. 4"x(011 DF#2 2°x(o DECKING (ALT) GIRDERS I Ys" TAG PLYWOOD CC EXT. E z O� ��-A P�� ARDR�IL = WMA x PRECAST ,PIER DECKIWG T x 4" MIN. FOoT l NG A 48" MAX. GIRDER RMI CLI' 4"x V -+ zo STAIR STRIIJGER. 48"o.c.. MAX. -TDP VIEW HANDRAIL NOT SHOW M FOP, CLNIZIT`(. 3/g I BOLT 211x4" 12;'x 12" Plus (on O'x►1�" r�,n. ooj-1 4"x(011 DF#2 2°x(o DECKING (ALT) GIRDERS I Ys" TAG PLYWOOD CC EXT. E z O� ��-A P�� ARDR�IL = WMA x PRECAST ,PIER DECKIWG T x 4" MIN. FOoT l NG A 48" MAX. GIRDER RMI CLI' 4"x V -+ zo STAIR STRIIJGER. 48"o.c.. MAX. -TDP VIEW HANDRAIL NOT SHOW M FOP, CLNIZIT`(. 3/g I BOLT 411x4„ POST - ADk--, UA TE DIAC, 0 N L �SRACING. TYPICAL RESIDE-II/7w 67,z -s COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 Telephone: 538-7541 211x4" � MOBILE HOME w OR DEC.IC �' Q I MAX. N, MTL. FRMW — CLIP (EA. IDE 9"MIN. Ni� 4"X4" POSTdo 2"x 12" #2DF'�-- s (2) /g" cO Z 2';c4" PRESSURE' 7Rl1', rF_ h o a 8"MIN. DOLTS RFD WOOD PIA7r 411x4„ POST - ADk--, UA TE DIAC, 0 N L �SRACING. TYPICAL RESIDE-II/7w 67,z -s COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 Telephone: 538-7541 ,d BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA PHONE: 538-7541. MOBILEHOME--INSTALLATION SHEET 1.. 'Owner sName : —DG0,3 0 i,-> 2. Installer's. Name: 3. Is the site currently under permit? Yes. No (If yes, furnish permit number ),OR Is the site an existing site? Yes F No (If yes, furnish two plot plans.) 4. Will the mobilehome be located at least 5 ft. away from septic tank and leach fields and clear of all setbacks and easements? Yes ® No F-1 (If no', clarify 5. What is the mobilehome electrical rating? --------------- Amps 6. What is the mobilehome site service rating? ----------- Amps 7. What is the mobilehome site circuit breaker rating? ----- ' Amps 8. Is there any other electric load to be served by the 9. mobilehome site service? -------------------------------- Yes (If yes, identify the load and size: (Load) N What is the mobilehome site gas pipe size? -------------- 10. What --is the type of gas service? ------------------- Natural F-1 No —(Amps) _ (in.) LPG F)(] 11. What is the gas pipe length from meter or tank to the mobilehome?--------------------------------------------- Z * 12. What is the mobilehome gas demand? ---------------------- (BTU) *(This information not required if pipe length less than 6 ft. on natural gas or less than 50 ft. on LPG.) NEXT PAGE MUST BE COMPLETED TO PROCESS PERMIT APPLICATION. MOBILEROME SUPPORT DATA 1II If other than single wide, `4 Mobilehome Mfr. 1l� C-t'my furnish Setup Model No. Year ITIR Width �Z- (ft.) Box Length 60 (ft.) Tagalong or Expando Size ft. x ft. 7 On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets (if not on file with the County of Butte). FOOTINGS (check one)�1: Wood -pressure treated or foundation grade. 2. -Other (specify) - SUPPORTS (check -on e)�'l.. .Concrete bIock:_71 2: Other (spdc-ify) Pier Footing Sizes and Locations Line 1 Line 1 Piers:' Line 1 Openings: Size -Min. ------------ Size -Min. -------- Spacing -Maxi "------' ,_ / ; Each Side of Openings r , From With Width Over --------- Line 2 Piers: Size -Min .------------ x Spacing -Max.--------- From Enda-Max.--= ---- Line 3 Roof Loads: Size -Min. ---------- Location (From Front) Line 3 Piers: (Under Bearing Wall Only) Size -Min .------------------ "x Spacing -Max._______________ From Ends -Max -------------- Line 4 _^Piers• Size -Min .------------ 'k " Spacing -Max.--------- From Enda-Max.------- e 5 Piers: (Under Bearing Walla Only Size -Min .------------------ „x „ Spacing -Max.--------------- From Ends -Max .------------- Line 5 Roof Loads — - Size -Min.------------ „x „ ux „ ,k n , „ ,k „ - ,k „ ,k n ,k „ Iocation'(Prom Front) -ter RESIPcuirim_ -� 025-290-007 94-0873P,E01H) PERKINS, DENNIS & ELIZABETH 736 VANCE AVE., BIGGS MOBILEHOMC UTILITIES JOB FINALE Signature OFFICE COPYV Address GAS Meter By Date ELECTRIC Meter By Dat V=OK O = Not OK -=Not Applicable Not Ready MOBILE HOMES ' = f Date/Initials MOBILE HOME UTILITIES Plana OK except #'a 1 1. Zoning Requirements -Setbacks -Easements IIs; Special MH Support Sketch 3. Sew Location -Test -Fall -C/O Concrete star; Location -Teat -Easement Needed (Sketch) j 5 Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location est-Wre . / /" L"ft. il�/"Nat. o�,� .L 'ft. LPG V 7.11 Clearance & Disconnect Date/Initials MOB LE HOME INSTALLATION Plana OK except #'a oning Requirements -Setbacks Easements ; ootings; Size -Spacing -Marriage Line A 3. as H Test-Demand-Valve—Connector ectricity; MH Test -Crossovers -Breakers -Clearances a • H Test -Fall -Flex Connector ater; H Test -Regulator -Connector ater,and Sewer Connected -C/O to Grade -HD Approval s and Electricity Tagged 9 ts; insp.-sketch 10. Cert. 2f O ancy I MISCELLANEOUS Date/Initial DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Graders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftm.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date/Initials POOLS (Plans) OK except #'a 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ina. to Mein in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test =OK = Not OK = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) )ate/Initials UNDERFLOOR_ (Plans) OK except M's 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ P' 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 -Teat -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation )ate/Initials PLUMBING (Permit) OK except S's 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Neil Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors late/initials ELECTRICAL (Permit) OK except M's 22. Fixture & Transformer Clearance -Ina. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Meth. Fastners-Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ge. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No 30. Service -Riser Conductors & Ground -Mein Disconnect 31. Equip. Clearances Panels -Motors -Mach. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector ate/Initials MECHANICAL (Permit) OK except #'a 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic ate/Initials FRAMING(Plans) K ( ) O except k's 39. Sils, Proper Material & Anchors 40. Wells Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing Date/Initials FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Ong. Joist-Rftr. ties-Purlin-roof Brec-Truss-Shthng.-Rfng 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ina. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mash -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Wells; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows Date/Initials FINAL (Plana) OK except It's 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes & Labels 67. Stairs & Rails 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit.Fixt. & Appliance; Grnd: Alr Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door, Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor -Mach. Protection 75. Plb., Elec. & Mach. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door-Drainagge & Wood -Earth Clearance Looked under Floor O Yea 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yea ❑ No; Planters ❑ Yes ❑ No 81. Stucco; Brown -Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearence to Openings 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation Throughout House 87. Glass Protection 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION -- �' 7 County Center Drive - Oroville, Califolhii 95.965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT g F-73 ASSESSOR PARCEL NUMBER 25-290-007 A40 ZONING BUILDING PERMIT OWNER DENNIS & ELIZABETH PERKINS TELEPHONE 868-5587 SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 62 VANCE AVE BIGGS 95917 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN. Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 23.00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 736 PERMIT FEE $ BIGGS, 99917 PLUMBING PERMIT Filing Fee 20.00 Each Trap7.00 Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SFO Duplex ❑ Mobilehome PXOther SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home i I IV IV%( @20.00 6.0. 00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ UtilitiesR Installation ❑ Other O Describe Work: WU 2 BDRM . PERMIT FEE $ 80.00 Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service I 200V OR LESS 200A OR LESS ) 23.00 Q Main Service I 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. I a ACC. BLDS. ) SO, 3.5C FT. NEW CONST. MULTI -OUTLET NON.RESID. ( BRANCH CIRCUITS ) @7.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) ❑ I am a licensed under provisions of Chapter 9, Division 3 of the Business and P P 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 compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) 71� I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) El am exempt under Sec. Business and Professions Code forthis reason ( POWER APPARATUS ) a SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) L. @ 1.00 BAL. 50 Ex. Occu FIXED APPNS. OR p' ( OUTLETS IRESID.1 EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. V,I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ 63 00 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabiliti s, judgments, costs. -and expenses which may in any way accrue against said Count n consequenceof he anting of this permit. d X ,LHS-. Z Date 3 _3 (�" l SignattYre of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 166.00 HAZ. D. FEES IMP F:1-09;111CDF PARCEL PD HD SSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indi ed above or which fees have been paid. p B Date �� 6 2 PERMIT EXPIRES ON �c,J IDa e) Receipt No. 162320 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE ' BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE -PC- pwiv OWNER 2 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 comact Ois office immediately. l s P, L c2AJSL,6' 6r4L 4 Date 0 ' (9 I Inspector REV 10/92 AP # OWNER. PERMIT'lk OT ' PUi UTIL.CLF.ARANCE DATE INSPECTOR ELECTRIC GAS Support Struc. Compactic Test Rea. :Service Other Pipe ize. 'Load Type Size Length YES NO YES NC z OOUNT.YOFPUTTE - DEPARTMENT OF DEVL�A,PMENTSERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE-` OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 - ` { " . . IPERMIT APPLICATION DATA SHEET .E 'OWNER A. No. -00 77 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: DATE RECEIVED BY All items have been submitted. . Plot plans, '3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and Iayout,Fn duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... i 10. Fees of $ :r ..................................... ! ; 11. Impact fees as shown on attached schedule. 12. California Department of Forestry plan approval/fees. ....................... . 3 Flood elevation letter (100 year flood by California Engineer. .. 14. Sanitation and plot plan approval &-,2 Health Department . ............ i t 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval tom City of Biggs/Gridley. .. ... 7 Planning approval for (A) Use: // (B) Parking: � { 18. 19. 20. 21. 22. 23. Contact Land Development.about (A) Improvements (B) Drainage. ......... . t Driveway permit (construction approval required prior to occupancy). ..' / t Preanspecu.n reque i Pre -inspection for required. .. to Building Inspector (Date) Contractor's license information. (No., Name Style, Classification) . .............. Certificate.of Workmans Compensation Insurance . .......................... Owner -Builder Verification (Given to owner , Mail to owner ............ Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . .....................................:.. - 26. 27. 28. 29. 30. 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 . ............... - 31. 32. 33. Existing violations/expired permits . ..... ................................. Plan check list . ....................................................:. 34. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at n K?o office. Deliver with insp 'ctor. Other Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution - Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitte' p por to permitiis ae' (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, o er, was advised of above required data by __151�o_ne mail Counter b _ Date i/ 8 Contractor, designer, owner, was advisekof above required data by _ phone.= mail ounter by _ Date Plans checked by Date Plans approved by Date /Z Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works 2 EM, Itsl: ONIA r iii,,, rl:u, Attached Hour Pi:,,, nlu,ei,.d Sent to B.U. Z TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Q ,sz 2 rs/'�✓' I) �^S �t .r i - �� 7,2 1/�^r,-e. 14 Owner Location Plan Approved for: Sewage Disposal Water Supply: Public _ Clearance for 2--+)cdroom mobile home. Other Hold final for: Final clearance O.K. for: NOTE: P/ Environmental Health Specialist 8/92 �L s-- , 7 AP# Private Well t� V— 7- (7�/ llate TO: Building Department FROM: Encroachment Permit Section RE: Driveway Clearance ti 'i'li S7.s 7 3 /tea �, e WV( owner location AP # Driveway permit !?Al 3 76 has been issued for the above property. - 41 �z si ature date COUNTY OF BUTTE Department of DeveloTament Services Building Division Oroville: 7 County Center Dr., Oroville CA 95965 Ph: 916-538-7541 Chico: 1469 Humboldt Rd., Chico CA 95928 Ph: 916-891-2751 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. I. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) 2. I (have/have n t) L e- signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractor's License No. 4. I plan to provide portions provide the major work: Name Address Phone of this work, but I have hired the following person to coordinate, supervise, and City Contractor's License No 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: Property Owner Social Security Number Date 3-3f-44 NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California . Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. k MOBILEHOME INSTALLATIONACCEPTANCE ry COUNTY OF BUTTE s DEPARTMENT OF PUBLIC. WORKS — 7 COUNTY CENTER DRIVE r OROVILLE, CALIFORNIA 95965 = TELEPHONE: (916) 538-7541 ~' ^$ PERMIT N0. 1(—�/ cR r Address or location of mobilehome -77 t/ A, 4 i Owner's name Owner's address Insignia or hud number Manufacturer's name_ Serial number of VII.N, proving Installation) Year of manufact - h C IF THE MOBILEHOME IS MOVED OR RELOCATED, THE MOBILEHOME INSTALLATION i ACCEPTANCE SHALL BECOME INVALID. THIS FORM SHALL NOT BE USED WHEN THE,; MOBILEHOME IS INSTALLED ON A FOUNDATION SYSTEM. C;Z9o._007 �l 513B White - Owner, Yellow - Installer, Pink - D.P.W. T COUNTY OF BUTTE - DEPARTMENT OF DrEVEL'OPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT,N ? APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 025-290-007 A40 ZONING BUILDING PERMIT OWNER DENNIS & ELIZABETH PERKINS TELEPHONE 868-5587 SQ. FT. OCC. BUILDING VALUA N OWNER'S MAILING ADDRESS 902 VANCE AVE BIGGS 95917 CONTRACTOR'S NAME OjJNER TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 23.00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 736 PERMIT FEE $ 43.00 RTC�GS, 99917 PLUMBING PERMIT Filing Fee 1 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobilehome M Other SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20'00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation (R Other CIContractor Describe Work: MUT B�`% - - q V PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service I OOOORLESS ) 200AAOR LESS 23.00 Main Service ( 200A TO IOOOA ) 46.00 NEW CONST. DWELLING OCC UP. OR ADDNS. I & ACC. BLOS. ) g 3.50 FTO., NEW CONST. MULTI -OUTLET .NON -RES ID. ( BRANCH CIRCUITS ) @7.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) ❑ I am a licensed under provisions of Chapter 9, Division 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 compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) IN I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ 1 am exempt under Sec. Business and Professions Code forthis reason I POWER APPARATUS ) B SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 BAL. @ r.00 Ex. Occu FIXED APPLNS. OR p' I OUTLETS IflESID.I EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance Or a Certificate of Consent to Self -insure. K I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilit , judgments, costs, and expenses which may in any way accrue against said Coun n conseClueo of ranting of this permit. X Date 3 f — Signatbrre. of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ GCC CONST. TYPE TOTAL FEE $ 143.00 Z. D. FEES IMP Fl-O(]D� �/ CD ARCEL PD ISSUE 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. (� ,D`ate 1 17 Datel Receipt No. 162320 WHITE-D.D.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT �,U,rit*,vA',)o:dd�t..i5�2�a$�'�'6r`�`'it'1F'�vwrn'3��hT'a�SYkk3"�'r'C�1,�1+' wt!,"�i'rr±+"4'F�S..t�'�!{1,. . �Titxf'^�'w+E�„c.c•r .,, i,r»,y�r: f'�„„ai+es�' 1`�`t',--"A�'�#t'�:.�{6»'ili� :.,%aa„u COUNTY OF BUTTE - DEPA�TMENTOF DEEM/ COPMENT SERVICES - BUILDING DIVISION., 7 COUNTYCENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 , PERMIT APPLICATION DATA SHEET x'14 t OWNER ✓ t vt�-► 1� A.P. No. Proposed Building Use d f Building Inspector Date At time of permit application, I was advised the following data must be'submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans. ......................... . 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and talcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings., :..................... 8. Engineered truss details and layout in duplicate (required prior to plan check). . ✓ 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 1 Fees of $ . ....... ......................... ! 11. Impact fees as shown on attached schedule . .............................. 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer . ................. . 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval'from`City of Biggs/Gridley; ........ ....... 17. Planning approval for (A) Use: (B) Parking: . ......... 18. Contact Land Development about (A) Improvements. (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy).Pre .:....... anspedion ... req. e� u 20. Pre -inspection for required. . to Building inspedor (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............: - 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner . ........... 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... W. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . ............': 29. Documentation of legal access. .....................:................. . 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list. 33. 34. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone 4 and hold for pickup at ()ff_ 0 office. Deliver with inspector. Other Parcel Creation t3 L11 Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised:-_of,above required data by _ phone _ mail nter by _ Date Plans checked by Date Plans approved by DateX" Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works ,,, COUNTY OF BUTTE Department of Development Services Building Division Oroville: 7 County Center Dr., Oroville CA 95965 Ph: 916-538-7541 Chico: 1469 Humboldt Rd., Chico CA 95928 Ph: 916-891-2751 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. • 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) _T� _. 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 Address 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: Property Owner Social Security Number —? Date 3-31 —9t - NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 - TELEPHONE (916) 538-7541 OWNER it /'ii lV 2 O PROPOSED BUILDING USE SCHOOL DISTRICT FEES DATE REC. # DATE REC (paid at District Office) ......................... SHERIFF FEES (paid at Building Department) Ifaveo olel SAM c efil?6EL, Residential......�x unit amt. Commercial (sqft) x _$ sq.ft. amt. 3. URBAN AREA FEES (paid at Building Department) Residential (per unit) # x -$ units amt. Commercial (per sq.ft) x =$ sq.ft. amt. .4. RECREATION DISTRICT FEES (paid at District Office) ......................... 5. DRAINAGE DISTRICT FEES (Contact Land Development Division) .............. 6. SRA FIRE INSPECTION AND PLAN CHECK = $89.00...... (paid at Building Department) 7. OTHER 8. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE -RECORDING REQUESTED BY AND WN[N IIECORD[D MAIL TO Nome Street Dennis & Elizabeth Perkins Addn" 2038 Fogg Avenue esti Oroville, Calif. 95965 LZcrow No: 120908 MAIL TAX STATEMPIT! TO Nome Sheet - AdIlm1 same as above city a Step I "'-`Of owner- Chon9e ship Stotement o OT Y. T Codc) document. Oddress on TO 1923 CA (12.74) OFFICIAL BUTTE COUlrol-i'Y_ RCCORDS:' 71:G i C9 6viLLt 9'P'I'1 I! cad OCT 26 12 08 pm, 1q -P CLARK A. rlf:LSprJ CLERK-RECORD,,r� 81-34411 EF SPACE ABOVE THIS LINE FOR RECORDER'S USE Individual Grant Deed THIS FORM FURNISHED BY TICOR TITLE INSURERS A. P. N. The undersigned grantors) declares) : Documentary transfer tax is $ 110.0 0 TRANSFER X� ) computed on full value of property conveyed, or TAX PAID ( ) computed on full value less value of liens and encumbrances remaining at time of sale. ( ) Unincorporated area: ( ) City of and FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, F . J - . JONKO and FLORENCE,.MARGARET JONKO, his wife hereby GRANT(S) to DENNIS W. PERKINS and E. ELIZABETH PERKINS, ,his wife, as Joint Tenants the following described real property in the County of • Butte , State of California: SEE ATTACHED DESCRIPTION 'Dated October 16, 1981 STATE OF CALIFORNIA? -'- -' ISS. COUNTY OF_ Butte On Oct. 23, 1981 before me, the under- signed, a Notary Public in and for said State, personally appeared F. J Jonko and F1nrPnnP Margaret Jonko known to me to be the person -Swhose name S arqubscribed to the within instrument and acknowledged that ' ' t it .21 -executed the same. WITNESS my hand and official seal. . a F. J. onk c Florence.Margart Jonk MY COMMISSION EXP;RES AUG. 4, 1983 Signatu A- (This arra for official notarial seal) ITitle Order No. Escrow or Loan No •4^F, OFFICIAL SEAL •°yam:...�';.', � Pt:..�;��IE . I A J. HOWELL ._.+_.,.: ��io NOTARY PUBLIC - CALIf+�RN1A ��.•.': BUTTE COUNTY MY COMMISSION EXP;RES AUG. 4, 1983 Signatu A- (This arra for official notarial seal) ITitle Order No. Escrow or Loan No DESCRIPTION PARCEL ONE: The Easterly 450 feet of the Westerly 660 feet of Lot 18,as shown on that certain Map entitled, "Rio Bonito North", which Map was recorded in the office of the Recorder of the County of.Butte, State of California, April 14, 1888 in Book 1 of Maps, at page 10. PARCEL TWO: Lot 18 of Rio Bonito North, according to the Map thereof, recorded in the office of the Recorder of the County of Butte, State of California, April 14, 1888 in Map Book 1 at page 10. EXCEPTING THEREFROM.the East 877 feet. ALSO EXCEPTING THEREFROM the West 660 feet. PARCEL THREE.: The East 877 feet of Lot 18 of Rio Bonito North, according to the Map thereof,'recorded in the .office of the Recorder of the County of Butte, STate of California, April 14, 1888 in Map Book 1 at page 10. EXCEPTING THEREFROM the East 682 feet. RESERVING UNTO THE GRANTORS -HEREIN., A LIFE ESTATE, IN AND TO THE NORTH 150 FEET OF THE WEST 200 FEET OF PARCEL ONE ABOVE. 0 LP 0 0 Vol Nit-, -v a C7 m CP Dm Z oN 0 Mc in Z m Return to: AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT sg Division FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 -of the Butte County Code requires this 94-016356 acknowledgement be recorded prior to issuance of a building permit. A P R 31994 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 t�pT COMPARED WITH discomfort arising from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and ORIGINAL DOCUMENT fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust,smoke, noise, and odor. Butte County has established agricultural: zones which have as a priority use for productive agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date:- g PROPERTY OWNERS: State of California ) County of Butte ) On 4/13/94 before me, Linda J. Osbourn, Notary Public (personally appeared **Ella Elizabeth Perkins** personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, e>rsn t e entity upon behalf of which the person(s) acted, executed the instrument. y OFFICIAL NOTARY SEAL WITNESS my hagd_�tnd official seal, 0110A J OSBOURN Signature A.P. f1 `.? 7 % 0 •%["/ c «, Notary Public— California BUTTE COUNTY My Comm. Expires MAR 18 199,5 Seal: DESCRIPTION PARCEL ONE: The.Easterly 450 feet of the Westerly 660 feet of Lot 18,as shown on that certain Map entitled, "Rio Bonito North", which Map was recorded in the office of the Recorder of the County of -Butte, State of California, April 14, 1888 in Book 1 of Maps, at page 10, PARCEL TWO: Lot 1 of Rio Bonito North, according to the Map thereof, recorded in the office of the Recorder of the County of Butte, State of California, April 14, 1888 in Map Book 1 at page 10. EXCEPTING THEREFROM the East 877 feet. ALSO EXCEPTING THEREFROM the West 660 feet. PARCEL THREE: The East 877 feet of Lot 18 of Rio Bonito North, according to the Map thereof, recorded in the office of the Recorder of the County of Butte, STate of California, April 14, 1888 in Map,Book 1 at page 10. EXCEPTING THEREFROM the East -682 feet. RESERVING UNTO THE GRANTORS HEREIN, A LIFE ESTATE, IN AND TO THE NORTH 150 FEET OF THE WEST 200 FEET OF PARCEL ONE ABOVE. m 1441m 0 0] -o a m CMD Or r!` LOA" BUILDING"DIVI "ION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (916) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT P RMIT NO q� 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. ASS R,PARCF51JD , 00r pp�� ((s1' // ZONING OW h S e 1n n S PHONE NO. OVbS,,�4DDRS,S /1 C 6" LOCATION OF BUILDING VV'7 US F BUILDING i �� to /` a e- o SIZE OF STRUCTURE ' �f O ' x LJ 069 S0. Fr. TYPE OF CONSTRUCTION: WOOD FRAME STEEL/ CONCRETE OTHER (Specify) TYPE OF SIDING �&. ta z ROOFCOV ING FLOOR TYPg y� $STIMATED C'?O�� C,QNSTRUCTION 10 AG Buildings shall comply with the building front, side, and rear yard requirements of the applicable County Ordinances as follows: ' S r :2 5 ' FRONT SIDES 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. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date AP - / '?-;3 Signature of Owner Permit Fee - $60.00 The above described AG Building is exempt from a building permit. Receipt No. ' FLOOD PARC Pr I R007 I Is$Q -01 Manager Building Division ByRgiki�Date /O S b White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant � .�.: �.-..,..w✓:{�.�.r.,,•,�'fv...X,-"r„-ndv+'v^'.�ivy-a.-..a�.r+.,'" ... i."Y�. .f,.t�P'iti,'ti 'k�aw `�M �-'t'�'�4a:'"�.�'i`�``^tyr%''1�.:i'.�"./�'�A'� .:�..-I''�;}..; ..r COUNTY OF BUTTE -DEPARTMENT OF DEVE-L&M ENT SERVICES - BUILDING DIVISION . 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541, PERMIT PPLICATION DATA SHEET OWNER .� Y! I'I S 4 ✓� 'S ! A. P. OR - o - Proposed Building Use XNlvl rD Building Inspector Date At tim'elof p "pplication, I was advised the following data must be submitted prior to permit processing and/or issuance: 1. DATE RECEIVED BY All items have been submitted . ......................................... y 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ....................... .4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ......... .............................# ..... 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ....................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $....................................... . --------- 'l 1. Impact fees as shown on attached schedule. ............................. . _ 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer ................... 14. Sanitation and plot plan approval Health Department . 15. City of Chico plumbing permit . ......................................... 16. Plot plan -and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ......... 18. Contact Land Development.about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. . . 20. te- Pre -inspection for required. .. t'o B;,ild g Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner ............ 24. Recorded copy of Agricultural Acknowledgement Statement . .................. \ 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building, use . ........................................ . 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . .............. . 31. Existing violations/expired permits . ...................................... 32. Plan check list . ...............................<:........... . 33. 34. When you issue the permit, process as follows: X Mail to owner. Mail to contractor. Telephone and hold for, p ckup at office. Deliver with inspector. Other Parcel Creation �.c �0 Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution., Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by M► .Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works DENNIS & ELIZABETH PERKINS 902 VANCE AVE BIGGS, CA 95917 Eutte County BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (9161 538-7541 FAX: 1916) 538-2140 RE: Building Permit #94-1587 Expiration Date: 6/21/95 A.P. # 025-290-007 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into the category marked below: [ ] Permit work started, but not completed. Permit may be renewed for 1/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form.. Ma No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. If our records are in error or should you have any questions concerning this matter, please contact the 0g0VTT.T.R office. Thank you for your prompt attention concerning this matter. Yours very truly, �I Michlael C.1 Vieira, C.B.O. MCV:ahb Manager, Building Inspection Attachments Chico Office - 1469 Humboldt Rd/891-2751 Paradise Office - 747 Elliott Rd/872-6307 'i�,i�"��I1 6'-5 !/2" 6'-6 3/4" II' -S 3/4" ('-9 114" 6'-4 1/2" 3'-3 STANDARD CARPET LIVING ROOM EEDROOM 2 d 3 c --------------- i / --------------- a MASTER 3EDROCM TOTAL -- �a 01/ GLAMOUR BATH TOTAL U0CARPET LINO ___ -- LINO LINO 13- x 14-0 --,\ CE OI -- LINO ; DIME, ry OPTIONAL CARPET ET OO ,--------------------O._ <ITCH_N 1 981 FA UTILITY o 20 F5F �� _______t -______- �20 P5F Oj 20 PSF 0'/20 `7-- GUEST 3ATH MASTER -ATH T-0" T30 r�sN 03-0 RsF O30 FSF O 30 F— — 2 3/0 , au 13-6 x 40-0 rd m<c z ® (30# ONLY) 13'-0" CARPET LAYOUT (20# & 30# ONLY) PIER NO PIER FOOTING SIZE REQUIRED (SQ. IN.) CAPACITY PIER PIER NO, CAPACITY FOOTING SIZE REQUIRED (SQ. IN.) PIER PIER FOOTING SIZE REQUIRED (SQ. IN.) CAPACITY PIER PIER CAPACITY FOOTING SIZE REQUIRED (S0. IN.) (LBS.) 600 PSF 500 PSF 2000 PSFBS.) G00 PSF 1500 PSF 2000 PSF 1000 PSF 1500 PSF 2000 PSF 0' (LBS.) 000 PSF 500 PSF 2000 PSF N0. (LBS.) 2000 288 192 144 (3 4000 576 384 283 50 6000 864 576 432 Q 0000 1440 960 720 O 2500 360 240 1 180 O 5000 1 720 480 360 O 8000 1 1152 768 576 ® 2000 1728 1152 864 WEST HOMES HL;DIVISION DRAWING TITLE CARPET cOI00 PRODUCT GOLDEN ESATE MODE L N0.GOLDEN OE401F-04 S0. FT. 51 2445 S.N PACIFIC BLVD. ALBnNY, OR 97321 SUPPORrY7 LJCA "OO 1,080 DATE 12-17-0J DRAWING FILE INFORMATION // ry DIVISION ALBANY DtYl51®N l� WALLS) DRAWN BY . J HENRY SHEET 1 q / —A 2 REVISED — (541) 926-8631 Phone (800) 858-3552 Fox 'i�,i�"��I1 1 X\My �1 1919 CD Lo H �Gt Lr I r 9AT` l fly _ = fF-- —t. i BED(OW d2 % ITC fi— y 9 Q�y d r1M MAS 2EDRWNI �ifiQ ROOM it gam- � i u � •.-�.� fi--- — — �- - ,1; A __-_--. WINTER SPECIAL -- _-- cu WS401F — THREE BEDROOM, TWO BATH1,080 SQ_ FT. . CRJCVCi 'i YL9i.L l0. wL hi'! EkA�tCid1 -- W54DIF-04 ' Q vinufacturing Wast] Inr— nlLc ti' r r ti, `i r,., (? ? i ri A/ Albany Dlvision -- Plon' 4972 L t i -t- 24x15 5.4'7. PACIFIC- t3LVC.--------- - r >I G ALBANY UI2 97321 -- — — --- Fhone {5,.Q 976-8631 lytnww; rrF. ALBANYDIVISION Fax (866) 491-6947 --- - - J ---- l � `E - - f4 `6 INDEX PAGE RELEASE SECTION NUMBER DATE INTRODUCTION 2 9/2/03 GENERAL INSTALLATION 3 9/2/03 PARTS LIST 4 & 5 9/2/03 LONGITUDINAL DEVICES 6 9/2/03 PIER HEIGHTS 7 9/2/03, SET-UP INSTRUCTIONS 8//� FOOTER SIZES WIND ZONE I a SINGLE 9 9/2/93 d DOUBLE 10 9/2/,9 TRIPE 11 9/2/03 HIGH PIER 12 9/2/03 WIND ZONE II - SINGLE 13 9/2/03 a DOUBLE 14 9/2/03 TRIPLE 15 9/2/03 V -DRI E & PIER SYSTEMS 16 9/2/03' SOIL CLASSIFICATION 17 9/2/03 CONCRETE INSTALLATION 13&19 9/2/03 0 Tie Down Engineering, Inc. VECTOR DYNAMICS INSTALLk/ TION DESiGN INSTRUCTIONS These instructions describe the proper use of the lateral and longitudinal foundation system. You may also refer to the home manufacturer's installation manuals that include the Vector Dynamics system as an alternate foun- dation system. 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 'a 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 1, 8" fo Zone 11 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 leets 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 —-n Page 2 California 9/2/03 GENERAL 1NS7ALLA7]0NJNS7RUC710NS 817E PREPARATION it is necessary that the home site be properly graded and sloped to prevent water and moisture from standing or flowing beneath the home. FOOTINGS AND FROST LINES The Vector Dynamics Foundation System was designed to be placed directly on top of the ground (or poured concrete) after clearing all loose vegetation. In areas with frost, heave, use Vector for Poured Concrete (see pages 20 & 21) to comply with local requirements for footer depth. FOUNDATION/FOOTING SPECIFICATIONS FOR VECTOR PADS Vector Pads are used in place of conventional foundation pads. One Vector pad provides two or three square feet of bearing support. Vector Systems should be spaced as symmetrically as possible along the length of the home. For pier locations in between the Vector Systems, use the normal foundation pads. LUMBER/MOISTURE - TERMITE SHIELD To cut PVC or lumber (2 - 2x4's,1 - 4x4 or 1 adjustable steel corrimpression member per Vector system) for the center compression section,when using concrete blocks for piers, measure center to center frame (I-beam) dis- tance and subtract 16". When using METAL PIER STANDS, measure center to center frame distance and add 16". ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths are the same, the pre-cut boards 11vill 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" beim. 3. Pull strap past anchor head approximately ten inches before cutting to allow enough strap to give a minimum of five turns around the slotted anchor bolt. 4. Thread loose end through slotted bolt so that the strap is flush with the other side of the bolt. 5. Tighten slotted tensioning bolt a minimum of five full turns. Page 3 California 9/2/03 Vector System Lateral Stabilization Block Pads #59018 - 2 sq. ft. single/double block pods with hardware, swivel straps and slotted bolts Vector System Lateral Stabzation for Concrete 0 59036 - Single (only) block pads with hax-Ow,ore, swivel straQs and slotted bolts, I R_yi Vector System Lateral Stabilization For .R 1, Soils # 59287 - V! Drive System Must be used with: # 59013 ® Vectorfor single/double block pads 3 Sq. R Pad Vector System # 59271 - Vector 3 sq. ft. pad (2 required) # 39024 ® Vector Lateral Hardware Kit, includes PVC adapter. Strap/Swivel Strop Connectors & slotted bolts not included. Page 4 California 9/2/03 to Longitudinal Stabilization Hardware Kit # 10733 - (for use with 590 1 8Vector System, single stack block sets only. Longitudinal struts not included) Longitudinal Stabilization Hardware Kit for Concrete # 59023 - Includes 2 beam clamps, tension brackets, nuts and bolts. (for use with #59036 & 59049, longitudinal struts not included) 3 Sq. Ft. Pad Vector Longitudinal System # 59026 - Includes 2 beam clamps, 2 tension brackets, nuts & bolts. (for use with #59271, longitudinal struts not included) Struts for Longitudinal Systems Part No. Length Pier Height 459016 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 Centey CompTession.61M # 48612 - Single Section, 62"- 108" Double Section, 34"- 60" (includes short u-boits, nuts, washers and 6 self taping screws) Oau California 9/2/03 aHgia S dflaz�sr Devices The use of LSD systems on a single or multi sac -ion home replaces longitudinal anchors, silabilizer plates and straps. The Longitudinal Stabilization Device (LSD) is used with the Factor Dynamics System -To resist loads In the 'longitu linoi direction (sl�orl dimension) of home. The number of LSD required is shown on pages 10®13. LSD li : n lies cot IMSD I. Longitudinai Foundation Fad 2. yearn Clamp (2 per eyetern) 3. Longitudinal Strut (2 per oystern) 4. Tie 5racket (2 per eystern) Note: Two rtruts - 9 L.50. rysterri. Can �e Ted on one pad or 6lipt on opposite ends of the home. Exa mp�co of Fooelbie Placement© (Contact TIE DOWN for p7aoment in other Wind Zoned) Wind Zone I 51HOIe i3ection I& Ft. Max. Wind Zone Double Section 2 Ft. Max. For renter Mefthr, uee H 0 eeetlon deolom Page 6 Wind ,done I Triple 3eetlo Wind Zone I Tag Oectlon ! 48 Ft. Max. California 50 in MIX. 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). mote 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 1, 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 1, have amaximum pier height without anchors of 38". See page 12 for double section home high pier set instructions. 50 gr Max. . Unaguai Pier -ftchts daXIMUTSN Homes with unequal pier heights are limited to 50" maximum pier height. The difference between the taller pier and the shorter pier cannot.exceed '46".'_�\ - a MI Page 7 'California 9/2/03 ® �p InstrucUons for Vector System #59018 1. Set Vector Pads Clear all vegatation where pads will rest. Place a lend -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. 'lace pre-cut center compressionmember between blocks, resting on pads, centers between U -belts as shown. . outside `pension Bracket Attach outside tension bracket as shown to out- side or pads. 4. Inside brackets & straps Attach the inside tie brackets to the U®hens over the compresion member. Attach a strap w/hook or swivel strap w/nut & belt. Place ether end of the strap over opposite I-beam & down to out- side tension bracket. Cut strap 12 - 1 5 inches past bracket. Attach strap & slotted bolt in bracket. Tighten strap until tight with 4-5 wraps around bolt. Repeat with opposite strap. Page 8 California 0/2/03 - Note; L.S.Dom Longitudinal Stabilization Device c See Page 6. I�? Boil Classifications: Soil Bearing Capacity; Anchors Required: Home e Length Vector Sys4 Required 0 to 72' 3 73' to 90' 4 30.0 $yp' NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must he consistent with horse manufacturers' 2, 3, 4A, & 4B instructions and/fir state requirements. 1,000 PSP minimum 30" with 2-4" helix anchor (59095), 12" stabilizer plates (59292), 1-1/4" frame ties s Anchors Required 24+" biers L.S.D. Per Side or 24" Pier 2 3 2 .� 3 4 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 1, SEISMIC Vector Dynamics Systems Required for ® \ single sedilan Homes 1 I 1 \ 1 tee,\ 1 (Materials Required) I 1 1 " way I B '• 01OL ����y.Y �ry�(+, �� C 2' I >y 1 19. Note; L.S.Dom Longitudinal Stabilization Device c See Page 6. I�? Boil Classifications: Soil Bearing Capacity; Anchors Required: Home e Length Vector Sys4 Required 0 to 72' 3 73' to 90' 4 30.0 $yp' NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must he consistent with horse manufacturers' 2, 3, 4A, & 4B instructions and/fir state requirements. 1,000 PSP minimum 30" with 2-4" helix anchor (59095), 12" stabilizer plates (59292), 1-1/4" frame ties s Anchors Required 24+" biers L.S.D. Per Side or 24" Pier 2 3 2 .� 3 4 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) NOTE: Vector Systeaxis should he spaced as . symmetrically as possible along the length of the home. Mier spacing gust he consistent with home 1-flariufacturers' instructions and/or state requirements. No anchors required. For pier heights up to 46" for 28'-36' wide, i 38'° for 24' wide. t� See Pg 12 for high pier instructions. 2 sq. ft. pad Soil Classifications: 2, 3, 4A, & 413 Soil Bearing Capacity: 1,000 PSF minimum Anchors Required*: None (Warriage wall anchors may be required by home manufacturer) Horne Lerigth Vector Systems Anchors Required L.S.D. Required Per Side Note: L.S.D.= 0 to 40 2 0 2 Longitudinal - - - - _- ataltilixatiitii 41' to 66' 3 03 Device - - - _ - tee Page 6. 6r' to 34' 4 0 4 35' to 90° 5 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) d s WIND ZONE ly SEISMIC ZONE �� se ckve ko ° y hems. ®® Vector Dynamics systems Required for a ip �� 16t L\n9 Triple Section Homes p X 1 (Materials Required) �K w 4t\U tl E � d NOTE: CD Wheel a pier height at Vector locations exceeds 46", all anchor must be used on the outside wall/beard at that approximate location. NOTE- !lector Systems should he spaced as symmetrically as possible along the length of the home. Fier spacing must he consistent with home manufacturers, instructions and/or state requirements. -rag fell triple 03 2 sq. ft. pad 2 sq. ft. pad Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors required: none (*Marriage wall anchors may be required by home manufacturer.) Home !Length Vector System's Anchors required LSD Required Per Side blain TAG to 4& 2+2 on Tag 0 2 1 49'to71' 3+2 on Tag 0 \ 72' to 84' 4 + 2 on Tag 0 2 2 d s WIND ZONE ly SEISMIC ZONE �� se ckve ko ° y hems. ®® Vector Dynamics systems Required for a ip �� 16t L\n9 Triple Section Homes p X 1 (Materials Required) �K w 4t\U tl E � d NOTE: CD Wheel a pier height at Vector locations exceeds 46", all anchor must be used on the outside wall/beard at that approximate location. NOTE- !lector Systems should he spaced as symmetrically as possible along the length of the home. Fier spacing must he consistent with home manufacturers, instructions and/or state requirements. -rag fell triple 03 2 sq. ft. pad 2 sq. ft. pad Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors required: none (*Marriage wall anchors may be required by home manufacturer.) Home !Length Vector System's Anchors required LSD Required Per Side blain TAG to 4& 2+2 on Tag 0 2 1 49'to71' 3+2 on Tag 0 2 :I 72' to 84' 4 + 2 on Tag 0 2 2 85, to 90' 5 -r- 2 on Tag G 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) MOTE. Vector Systems should he spaced as symmetrically as possihie along the length of the home. Pier spacing must he consistent with home C) manufacturers' instructions and/or state requirements. 0 f Soil Classifications: 2, 3, 4A, & 413 WIND ZONE i Soil Bearing Capacity: 1,000 PSP minimum Anchors Required". 30" with 24' helix anchor (59095), 'I 2° stabilizer plates Marx, sleight Unit Width (59292) -i -i/4" frame tie with connector See Page 7 Min. r - Each Vector Systern requires one of the following: /,-Beam i 4x4 or 2-2x4's pressure treated wood compression member, / Spee'"' - Schedule 40 PVC Pipe or adjustable steel compression (see parts list) Ak2 sq. ft. pad 24" W NOTL Vector Systems should he spaced as symmetrically as possible along the length of the home. pier spacing must he consistent with home manufacturers' instructions and/or state requirements. Maximus -I allowable working drag load for the Vector System with steel compression strut is 4,000 lbso per the K2 Engineering test report. TEach Vector System requires one of the following, 1-4x4 or 2-2x4's pressure treated wood compression member, 2 sq. ft. pad Schedule 40 PVC Pipe or i adjustable steel compression (see parts list) ® ®® e Vector Dynamics Systems Required forDouble Sect'go" Homes - e 0 N NOTE: Vectar Systems should be spaced as I symmetrically as possible along the length of the homes pier spacing must be consistent will] horse 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. Jull DUC11113 trial --y- .,.,...., . .✓. .........---- Anchors Required'; 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Anchors Squired Vector Systems I LSD per side Required - �llto40' _ 4 4 3 49' to 6.0' 5 3 61" to 72' __5 6 __ 6 3 to 84'' —__ 7 — 4 {773' n5' to 90' �7 �® 0 B 4 Each Vector System] requires erre 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) I e 1® I I \ WIND ZONE 11, SEISMIC ZONE 4 Vector Dynamics systems Required for I 1 s��e`orc��� yms. I s e Materials Required) a pao\" tec v -1 NOTE. When a pier height at Vector locations exceeds 46°°, an anchor must he used on the outside wall/beam at that approximate location, CD 41 NOTE. !lector Systems should he spaced as symmetrically as possible along the length of the home. pier spacing roust he consistent with home manufacturers' instructions and/or state requirements. Soil Classifications: Soil roaring Capacity: Anchors Required": Tag ori �y ,,yy //�� ®® -l9 triple 2, 3, 4A & , 4S 1,000 PSF minimum 3/4" x 30" with 4" helix anchor (59095) 1-1/4" vertical ties w//4725 lbs, min. breaking strength. 85 to 90° 5 + 3 on lag I 8 _. - �' tach Vector System requires one of the following: c ' 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 FETAL RER FOUNDATIONS For metal piers, place the piers in the center of the Vector pads. Set the single 4x4 or two 2x4's through the piers, centered in the U - bolts. Outside Tension brackets attach the same, Inside tie brackets mount "upside down" as shown in drawing. Metal piers using the Vector System can only be used on level ground sets. Conventional pier adjusters must be placed under beam with upturned edge directed towards the outside of the home. Pier spacing must be consistent with home manufacturers' installation instructions and/or state requirements. To cut lumber (2 - 2x4's or 1 - 4x4 per, or 1 adjustable steel commpression member, part #59043 Vector system) for the center com- pression section, when using METAL PIER STANDS, measure center to center frame distance and add 16". Optional Moisture Termite Shield may be required in certain regions. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT MATED. Tip: Pre-cut your lumber and mark as to brand or model of homes you wiil be installing. if frame widths are the same, the pre-cut hoards will also be the same length in each Vector set-up, V©Drive System lar rocky soft c9ndit®ns V Drive anchors are used fag In .done single section homes. V -Drive anchors are used only in Zone 1, 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 e xrend 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 honk 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. t - Page 16 California (6 � < 2103 VEC70R DYNAMICS 9 TALLAMDESIGN INSTRUCTiONS Vector Dynamic F'oundation Systems may be used only on homes set on soils classified as Class 2, 3, 4A and 40 as "described in the table below, SOIL CLASSIFICATIONS Coil Class Types of Soils Slow Count (ASTM Soil Test Probe (1) 16x1 6 = 255 s in. q° 20x20 = 400 sq. in. D2536) Torque Value (2) 1 Sound hard rock...,„ NA NA 266 sq. in. or Very dense and/or 40 -up more than 550 lbs - in. Vector Pad(s) exceed the si nce area required whoa used as the ,equivalent listed above, cemented sands, coarse PSF must be designed by a Registered Professional Engineer familiar with site conditons 2 gravel and cobbles, Page 1; California 9/2/03 preloaded silts, clays, and corals Medium -dense coarse 24-59 550-549 lbs - in. 3 sands, sandy gravels, very stiff silts and clays 4A Loose to medium dense 14-25 . 275`349 lbs - in. sands, firm to stiff clays 46 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 lb -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 0.31 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 Founder on. Pads Equivalent to Footer Pads* Touter Size: Footer Size: 16x1 6 = 255 s in. q° 20x20 = 400 sq. in. or 16x1 3 - 266 sq. in. _ or 17x25=425 sq, in. �- _ _ ; w �'�s EQUALSEQUALS . 2 -Vector Pads # 59275 - -_ -- _ 1 -Vector Pad # 5927 266 sq. in. or tom, 432 sq. in. 1 Vector Pad # 59130 Vector Pad(s) exceed the si nce area required whoa 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 familiar with site conditons c , Page 1; California 9/2/03 N Vector Dynamics System fkaw Concrete Application"s Instructions These Instructions are an, addendum to the standard Vector Dynamics instructions. Read and follow all applicable instructions and. guidelines in theVector instructicns 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 minim um of 4" below finished grade whichever is greater. Concrete must be sufficiently cured and set to accommodate an anchor bolt to its' full load resistance. 1. Determine location of pier sets where the Vector systems will be located. 2. Place one Vector concrete pad (gale. metal) on the concrete where the pier will be located, centered under the I-beam of the home. Place the upturned edge towards the center of the home and directed to the opposite Vector pier. Do the sate 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 I 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. 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-U.p Vector pE . for concretq 14 0, a t e r Page 13 California Wit WIN Outside Tension, Bracket Wedge Baft 9/2/03 Vett ;n Dynamics Sys stem for Concrete Applicat Nons Instruclions 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. 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 ail of the wedge/anbhor 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 Tv Inside Tie Bracket Compressh boards cR PVC Pipe Page 19 California - Vector pad for concrete Concrete looter I 9/2/03 b t oat PPS 2e Data pz,(? i a j: � _ l , dscaping: ioi ; w:tb r3l i �---f- rf� ,�� `� i � i �`� „� T® his rpt of plarrs and speCiflcationg MUST be C c s kelt on the job at all times and it Is unlawful tb mage any changes or alteration$ on same without 10a - / written permission from the LJOPZrtment ei �tablic %' yA rigs County of Butte. AF -� STRUaTU r� t lJ I� A � MALL BE CLEAR OF ALL. EASEMENTS. (( ” � f/j Jog Bets i M THE SIDE AND "c.s,, r rkma'nship Snail ;A QT l�A.a� �3r "� �� -A119 aterlalzi iV �. ed Good practices and - a 5 t n12 'b f OM �'H EAR PROPE ff LINE., AND Accordance with RE cog — � --- - - -- a far the Specified use +n the FT. FROM THE- ROAD CEDITE�ttLINE SHALL BE resort ,ed ap Cede$ and r�i a quality P 4rrbIn &Mechanic CSR OF' vl•RUCT1>3 S N EQUIP�9 aWr EXCEL' Uniform,Buildmc�, flu � titin !I tectricaI Cade. FORA F -r. AVE 0)VERHAN . the m i r , a a : I '.15 � * T t I 14 S-6 I j v tffi 7 COUNTY CENTER DRIVE