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NOTES RESIDENTIAL 036-181-017 05-2485 t ORRIS +~� 1 LINCOLN, OROVILLE on: REDLINE INSTALLATION ► " LM/ -I PERM FND,(NEW)_ OFFICE COPY Bldg Permit: Address: ' T7 .�- GAS By.. Date +25� Electric By. l' Dat; 1= ,. SPECIAL CONDITIONS CHECKED � BY f SRA . FLOOD'CERTIFICATE REQ. J FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS .' SUB -STANDARD HOUSING LETTER 7 s JOB FINALED Date ' J=OK 0 =Not OK = NotRcahi` =Not Ready . a MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OEC except #s 1. Zoning Requirements -Setbacks -Easements 2. Sols; Special MH Support Sketch 3. Sewer, Location -Test -Fall -C/O -Concrete 4_ .Water, Location -Test -Easement Needed (Sketch) .5. EJectricity, Location-Clearances-Gmd-/ : /AmpConcrete 6. Gas; Location -Test -Wrap;-/ - : /" L'fL.. / P Nat. or/. /" L "ill .: P LPG . 7. Well Clearance 8: Disconnect 8_ Utility Clearance' 10. Roof; Shthg-Roofing a" 11. Ext; Steps -Doors -landings . Date Card B-1 Date Card B-1 Date Card B-1 :Date '" Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except 1€'s Date 1., Zoning Requiremerits-Setbacks-Easements Date 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-Flek Connector ': 6. Water, MH Test-Regulator-Connectot 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert- ert10. 10.Exits; Insp.-Sketch 11. Cert of Occupancy 10,.. Plumb.; Cir. Test -Water Supply Test, .. 11.,_Lighi Niche = Date Card B-1 Date Card B-1 Date Card 6-1 .Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except 4's 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stars -Rails 4. 'Wood Awn_; Posts-Beams-Rfirs-Connectors Shthg-Frg-Bracing - 5." Alum. Awn.; Columns-Cohnections-Splice-Decal-Enciosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Tnisses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing a" 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 Vs 1. Setbacks -Easements 2. Sols; Compaction -Structure StabTrty 3. Pool Structure; Steel -Connections -Thickness . Dead Men -Lining . 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5'-Circ4lating Equip_ Heater 8.: Elec.; Grounding; Equip. WVC: r utating Equip, -Pool Lghtg. Boxes:Fsclosures-Panelboards-Ins. to Main Conduit 9: Health Department Approval 10,.. Plumb.; Cir. Test -Water Supply Test, .. 11.,_Lighi Niche = .12. Enclosure; Fencing -Alarms -Card Date B-1 Date Card B-1 Date Card 5-1 Date ' . Card B-1 X Oat OK ' Pot Ra I:ot Readyeady RESIDENTIAL (Single & Duplex) UNDERFLOOR (Plans) OK except O's 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Sols-Elec. Gmd. / . r Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Gmd.-/ r Ftg. Depth 4. Ftg., Porches i£ Decks; Soils -Steel-/ r Ftg. Depth S. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation. Ite Card B-1 - Date Card B-1 ite Card B-1 Date Card B-1 ate PLUMBING (Permit) OK -except #'s 17. Water Htr ; Vent -Access -Combustion Air Baffle U. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings K Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub 1£ Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe i£ Anchors 23. Fire Sprinkler, Test rate Card B-1 Date Card B-1 late Card B-1 Date Card B=1 late ELECTRICAL (Permit) .OK except Vs 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -lights K Switches at Doors 26. Sire 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 Al Insulated Neutral 0 Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect 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 Date FRAMING (Continued) : �� - :• . 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac_ Truss-Shting= Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Ramex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext Doors -One T -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Verits-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nairing-Botts 61. Brace Interior/Exterior Wall Panels 62. Insulatiah-Walls-Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card 8-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except Vs 64. ExL 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.FI. i£ Bath Fixtures & Tub Access -Spa 69. Elec. Trim i£ Subpanel, Breaker Sizes & Labels 70. Stairs & Rals 71. Fireplace or Stove. Clearance -Hearth 72. Elec..0udets at Wood Panel, Int & Ext. 73. KiL Fixt & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets i£ 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 -Medi. Protection 78. Plb.; Elec. & Mech. Equip: Listed for Location 79. Elec. Receptacles in Garage (F.El.)-Romex Protection 80. Insulation-Fdam-Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBehts & Crawl Hole Door Drainage & Wood -Earth . Clearance Looked under Floor 0 Yes 83. Following hAdJDrive D Yes 0 NoAValks D Yes D No/Pkinters O Yes O No 84. Stucco Brown-Fmish 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. Ventlation 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. Fre 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: 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 Cana B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Alt-Retum Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except ti'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 Date FRAMING (Continued) : �� - :• . 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac_ Truss-Shting= Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Ramex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext Doors -One T -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Verits-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nairing-Botts 61. Brace Interior/Exterior Wall Panels 62. Insulatiah-Walls-Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card 8-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except Vs 64. ExL 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.FI. i£ Bath Fixtures & Tub Access -Spa 69. Elec. Trim i£ Subpanel, Breaker Sizes & Labels 70. Stairs & Rals 71. Fireplace or Stove. Clearance -Hearth 72. Elec..0udets at Wood Panel, Int & Ext. 73. KiL Fixt & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets i£ 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 -Medi. Protection 78. Plb.; Elec. & Mech. Equip: Listed for Location 79. Elec. Receptacles in Garage (F.El.)-Romex Protection 80. Insulation-Fdam-Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBehts & Crawl Hole Door Drainage & Wood -Earth . Clearance Looked under Floor 0 Yes 83. Following hAdJDrive D Yes 0 NoAValks D Yes D No/Pkinters O Yes O No 84. Stucco Brown-Fmish 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. Ventlation 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. Fre 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: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE i'yl7 r r , 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. C. b ✓i n .-4 CA- Dat r Inspector REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive - Oroville, CA - (530) 538-7541 _.,x CORRECTION NOTICE J'�fo f 5 r` 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. (Ar ova d � Vis,®17 PAI'd✓4_.1I AZ9� 4141-+ •tl �n �t „t �4 Date �Q� T Inspec REV 4/05 Phone v / v 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. -391F +1 :fid PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 11/28/2005 APN:O36-181-017-000 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:� Site Address: 5471 LINCOLN ST ORO _ Date: �"" - Contractor �t D Map Index: Description: NEW MH NEW SITE PERM FNDN (2430) OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: MORRIS, ELMER AND MAXINE permit to construct, alter, improve, demolish, or repair any structure, prior 2237 SUTMP DR 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 OROVILLE, CA the Contractor's State License Law (Chapter 9 commencing with Section 95966 7000) of Division 3 of ihp'Business and Professions Code) or that he or she is exempt therefrom and.the basis for the alleged exemption. Any 530-533-3174 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).): ❑ 1, as owner of the property, or my employees .with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: RED LINE INSTALLATIONS INC Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does 13407 GARNER LANE such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for CHICO, CA 95973 sale. If however, the building or improvements are sold within one (530) 895-5543 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 Prdfessions Code. The Contractors' State License Law does Contractor: RED LINE INSTALLATIONS INC 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.). 13407 GARNER LANE CHICO, CA 95973(530) ❑ I am Exempt under Article 3 of the Business and Professions Code 895-5543 Date: Owner: License #: 848025 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. Engineer: 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 and policy number are: ��carrier Carrier: �T' k� � Total Square Ft: 2430 S.F. Policy #:_ 1.-1 �� �� Valuation: $157,950.00 Census Code: ❑ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: t1— 2�? - /0 Applicant:! l /\Q, _ WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject a( employ). to criminal penalties and one ) n /� "z/v 7/ 6, / /` f5 j 3 2, q. C� " hundred thousand dollars ($100,000). in addition to the cost of wa � / I`7 f' G compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. 'f 42=L CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the This permit is hereby.issued under the licable provisions of the Butte County Code and/or Resol}�ions to o work indicated a�5ve fo which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) I� n , , /A (D >D , , Name: By: 1 / (' �f'b /Yh/�/y Date: PERMIT EXPIRES ON:— N:Da Address: e (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 1 am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name, •. �C Y G_Q Signature - Date: Z- b i 0 Owner ❑ Contractor 0 Agent for Owner GR -A ent for Contractor 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. BP052485- PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. 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: sContractors � 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).): ❑ 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 3 of the Business and Professions Code Date: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I 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: A ar Policy #: 1, _R 5!-C)�1 ❑ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: , t 2=-43 7 0 Applicant: ��SN% CAQ,_Q WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Name: Address: Issued Date: 11/28/2005 APN: 036-181-017-000 Site Address: 5471 LINCOLN ST ORO Map Index: Description: NEW MH NEW SITE PERM FNDN (2430) Owner: MORRIS, ELMER AND MAXINE 2237 SUTMP DR OROVILLE, CA 95966 530-533-3174 Applicant: RED LINE INSTALLATIONS INC 13407 GARNER LANE CHICO, CA 95973 (530) 895-5543 Contractor: RED LINE INSTALLATIONS INC 13407 GARNER LANE CHICO, CA 95973 (530) 895-5543 License #: 848025 Architect: Engineer: Total Square Ft: 2430 S.F. Valuation: $157,950.00 Census Code: 7/ q is hereby issued and to)do work indicated By: 1� PERMIT EXPIRES %rn&Jvc%.gi 32 q. icable provisions of the But which fees have been paid. Date: C6 6:::1 ❑ 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 substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name:1%_l - 11-'\C L V C_!. L Signature Date Q Owner ❑ Contractor ❑ Agent for Owner LW%gent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** APPLICANT SIGNATURE jj OWNER C Last Name —01-7 irst Name 0a" ine Address a cS�I�YYI OQ. City Stated State Zip Phone Fax E-mail E-mail Lic APPLICANT SIGNATURE jj CONTRACTOR Name —01-7 Address � -n City n State Stated Zip Phone _ Fax E-mail Lic C C. APPLICANT SIGNATURE jj ARCHITECT/ENGINEER Name —01-7 Address � -n City State Zip Phone Fax E-mail State License Number APPLICANT SIGNATURE jj APPLICANT NAME AP# —01-7 Pro erty Address Cross Street � -n PE-mail WORKER'S COMPENSATION State Zip Carrier �OOpFu-n_ I Fax LTotal APPLICANT SIGNATURE jj OVER FOR SUBMITTAL REQUlKtnntiv ib K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT CG, a 10 BIN N LOCATION AP# —01-7 Pro erty Address Cross Street City �l n C61 11ute L;Yte_r o WORKER'S COMPENSATION Policy Number P!is, Carrier �OOpFu-n_ I # LTotal OVER FOR SUBMITTAL REQUlKtnntiv ib K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT CG, a 10 BIN N Description or Scope of Work: _ Sq. Footage D Structure Built without Permits D 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. LOCATION AP# —01-7 Pro erty Address Cross Street City �l n C61 11ute L;Yte_r Receipt � WORKER'S COMPENSATION Policy Number 1-7 Carrier �OOpFu-n_ I If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LTotal LENDING AGENCY Name Address Description or Scope of Work: _ Sq. Footage D Structure Built without Permits D 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. Page 1 of 2 REV 2-24-1)b l by: by: Amount: Bldg ,:V SRA Receipt � Sheriff q-7"r-34'� SMTP Date. lL/ 6s Other a I LTotal Page 1 of 2 REV 2-24-1)b SUBMITTAL & PERMIT. REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. 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. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in du licate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, plans in triplicate. All of these must be stamped and wet -s,, by the engineer. ons in triplicate. (D) Floor ❑ 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). 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. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑, 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit 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 KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 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 1 OWNER: 1 ASS SQ'R'` ARCEL NUMBER "_� p�\vim Proposed Building / Use: �pY" �" ` \1 �)� Permit Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. ' 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations., ❑ 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. 8. Manufactured homes: ) Installation manual, including marriage line in Floor Plan, (f gie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet-siqned by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings 12. Hazardous Material Form 119 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other Rerlaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 16. Fire Sprinklers............................................................................................ O 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... ❑19. Erosion Control Plan Required .............. .......................................................... ,�_ 20. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 21. City of Chico Plumbing permit........................................................................ ❑ 22. Site plan and business license approval from the City of Biggs .............................. ❑ 23. California Department of Forestry plana roval ❑ paid. Sent by: �N 24. Planning approval for (A) Use: ✓(B)arking: i (C) Parcel Check: ........... 38Ss+4'or 40 ❑ 25. Contact Land Development about _ Improvements, _ Drainage ........................ 26. NPDES Form............................................................................................... 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number ........................................... ❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... 31. Letter of Signature 3authorization.................................................................... 32. Recorded copy of Agricultural Acknowledgment Statement ................................. KI ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction............/...............................................a ...................... 35._ei gal description, 00.1-1. Title, title search, registration or MCO ........................ `_ ❑ 36. Other: ❑ 37. Other: When issued Telephone !�9 I . (-�'1 19 and hold for pickup. I have been informed of the above itemsandrequirements for obtaining a building permit. A PP lic nt. /i`(C (�L�t.�� Date: le/ 405 1. Index er it application for the above items numbered: Plan Check Letter Mritoradesigner, l items required.®. designer, owner, washed of he above data phone, ❑ mail, ❑ counter, by Date' X05 owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above d to by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division COUNTY OF BUTTE' DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE -(530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty.net/dds OWNER ko-,C�t S PROPROSED BUILDING USE /'N Y 1. BUILDING PERMIT FEES --- Balance Due ..................... $ --- FEMA Flood elevation review ... $ --- Additional plan checking Fee.... $ 2. SCHOOL DISTRICT FEES C (paid at School District Office) (form available after -Plain ec G 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.)..... ' X $0.03 = $ Sq.Ftg. 4. RECREATION DISTRICT FEES��C Yom✓ O (paid at Recreation District Office) (form available aft Plan Plan Chec ) 5. RESIDENTIAL DEVELOPMENT IMT FEE'S COUNTY WIDE (per dwelling) $ j CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per dwelling) Zoning $ A.P. # CJ�Zv' I 1 y 31 DATE RECEIPT 9 q DATE REC. zGzS 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) 7. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 8. SMIP ✓0's- 9. OTHER 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 during the plan checking process. APPLICA DATE�- Pursuant to Government Code'5ection 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 3/05) ' School District BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) A. P. Number 0') ��, (;2 j Jurisdiction: City Y Property Owner 1 v \(aY ( t Property Location/Address GY o r - Building Department No. County Subdivision Lot No. ..................................................................................... Residential Development Q 0 Q € Sq. Footage a �F3 No of Living Mo ile Home Addition/ -Supplemental to (Group_ R) Units Installation Conversion Permit # .(No foundation inspection) ........................................................................................ Commercial/Industrial Building Department I Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Q 0 i Sq. Footage New _ Addition (Including Exterior Roofed Areas) +.0� ntative l ;, Date District Identification No. School District certifies that ♦ o (Applicant) Li r.0 - (Street Address) (Phone Number) b, .! V ((e- Com-- g 5 I V 5 (City) (State) (Zip Code) has complied with the requirements of Resolution No. 63 -04 -%,4 by payment of $ 5 `E`f 3 . 1-0 representing pi `F 3 square feet. IFB-29-26 $ ULL MITIGATION $ School District Paid by Check # - Remarks: U 3 to — t 8 l O l -1 (I Date 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 fees are paid. Failure to submit a timely written protest will prohibit you from challenging the Impositionof the fees In any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District Is notified by the applicable Local Planning Agency that this project Is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school tees to fully mitigate Its Impact on to school district's schools. White (school district), Yellow (building department), Pink (applicant) feetorm.xis (3M5)dMm BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM r FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) ❑ CHICO!AREA RECREATION AND PARK DISTRICT (CARD) • 0 PARADISE RECREATION AND PARK DISTRICT (PRPD) ❑ DURHAM RECREATION AND PARK DISTRICT (DRPD) I . Assessor Parcel Number (s) dtBuilding Pen -nit Number Property Owner (s) Project Location /Address Subdivision Name ! Assessable Sq. Ftge -2 Type of Residential Development (check one) New Development Single Family -Detached Single Family -Attached Alteration/Addition(s) Non -Residential to Residential Multi -Family Dwelling Mobile home Mobile home replacement verified by Assessor Department Demo Permit (date issued ) Verified by Building Department Comments: i Building tFRRPD ❑ CARD 0 PRPD 0 t DRPD certifies that: Applicant Name V Phone Number " Com( C ���� Cf� Mailing Address City State Zip Has complied with requirements of the. Butte County Board of Supervisors Resolution No. by Payment of: Dwelling Units .@ $ per unit for a total of $ Square Feet @ $ per sq foot for a total of $ Remarks: Paid by Check No: Paid by Cash: _ 1 Recreation and Park District Representative rte.\CnTl1RC\TTiTT TT.I _ Cno-01_n.L e_.......7n..1 Fn.w� rov 1 rino Receipt No: I kO p[ PERMIT NO.. LXX$ 76-05 Lake Oroville Area Public Utility District . y strict 1960 Elgin striet OROVILLE, CALIFORNIA 95966 ,(530) 533-2000 DISTRICT APPROVAL AND VERIFICATION OF BUILDING SEWERS INSPECTION : This verification form must be,submitted to the Butte County Department of Public Works Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval of a Building or an Occupancy Permit by Butte County, a copy of this verification form, signed off by Lake Oroville Area Public Utility Distric(must be submitted to Butte County. Date: • August 15, 2005 Applicant: Maxine Morris 2116 Bloor Ave. Oroville, CA 95966 Applicant Address: 533-3174 Applicant Phone No.: 5424 Lincoln Blvd Oroville CA 95966 Property Locations(s): Oakdale heights Sub a portion of lots 63 & 64 i A. P. No. (s): 036-180-01"7 Fees due: All fees.paid as of.8/15/05 Connection subject to .completion of annexation process, Application for service approved: - PUBLIC -UTILITY DISTRICT Inspection(s) made and Successful test(s) observed: Location: r Date: By: Lake Oroville Area Public Utility District release to close permit: , Date: gy; ❑ - In Service ❑ -Locked Out ` White - Customer Green - Ofte Final yellow - CustomerFinat - Pink - FOS Final Gold -FOS FEB-09-2007 04:23 PM LOAPUD 5305331750 P.03 PERMIT NO.: 12 76-05 Lake. Orbville Area Public. Ut lity District 1980 ZrVn Street OlkOVIL .. C.ALIFORNIA 9I5986 (890) 8894000 DISTRICT APPROVAL AND VERIFICA ION. OF •BUILDING SEWERS INSPECTION This verification form must be submitted to the Butte :County' Depa ent of Public Works Building . Department prior to lesuance of a building or occupancy. permit; whichever Is applicable. Prior to final approval of a building or an Occupancy Permit by Butte ounty, a copy of this verification Area Public Utillty• District, must be'sub miffed to'-Butte County. Dater . Auquat. ls.► 2005 Applicant: Maxine. Mook4a 2116 Bloor Ave. 0mville, CA 95966 Applicant Address: , •533=3174. Applicant:Phone No.: 5424'. Lincoln -Blvd oroville 9A.95,964 Property Locatiotis(s): Oakdale heights sub a portion of 1 is 63.& 64 'A. P. No: (s): ogee-e � 0.1 Fees due: All.fees,paid ae of 8/15/05 Conne Lion sub�jeot 69 coihpletfen of anriexatfon pi+oaass.' 4.6 6 Application for service. approved: ROVIL E AREA PUBLIC UTILITY DISTRICT Inspection(s) made and successful test(s) observed: Location: S`�A y 4,0 • ' • . • By: Lake.'Orovllle Area Public Utility District rale ae to close rmit: Date; By: in Servlce Locked Out: �n�►.i�e _ �.,ew.r..e. /iraon - /1/Aro Flno/ vn��nw . r11oMrn4r FrhA1 PI, k - Fr714 Final Gold ,= AOS C. The relative compaction from a plane five feet (5') below the finish surface grade to said finish surface grad shall be no less than ninety-five percent (95%) as determined by the above testing method. Permittee shall bear all costs and responsibility for compaction tests. Material for use as trench backfill in any existing or proposed roadway section shall be sand. shall be place in 8" lifts, and be compacted to a miativo compaction of not less than 95%. Material for use as backfill in roadside clutter excavations shall be the native material and be compacted to a relative compaction of not less than 90%. Any pavement cutting shall be scored, or saw Cut before trenching. Minimum depth of cover over all underground facilities shall be 30 inches. except drainage culverts. All installations, parallel with roadway, shall be placed as close to the right-of-way tine as possible. No portion of the backfill(s) shall be compacted by ponding or jetting. All pavements, curbs, gutters. sidewalks, borrow ditches. pipes• headwalls• road signs, trees• shrubbery, and/or other permanent road facilities impaired by or as a rosult of construction operations -at the Construction site(s), or at other ground(s) occupied by materials and/or equipment, shall be restored immediately upon backfilling or the excavation to the original grades and cross sections, and to a condition as good as, or bettor than, existed prior to the construction. All surfacing materials of roadways and driveway approaches cut or damaged by or as a result of construction operations, shall be replaced within ONE WEEK following the backfilling of excavation, weather permitting, with compacted layers of surfacing materials at least as thick as the existing, and no less than two inches (7•') of asphalt concrote over eight Inches (8'•) of aggregate baso, according to current California State Specifications. `- �y,.ar•`wr rti -- - ENCROACJEiMENT PERMIT �--7 VUT7p \ •i County of Butte Dt-partment of Public Works e� 7 County Center llrive Orovitle, CA 95965 \\ c'Du. tom[. Photic: (530) 538-7631 Fax: (530) 538-4356 � All information except signature must be typed or Ic ibl Tinted permit n: _ NOTIFY COUNTY 24 HOURS BEFORE WORK 1S •1.0 BE STARTED Assessor's Parcel Number (F.egoircd): - 1'n,perty Uw..er•s Name: A .r _.__.. Phone. rrureny Address: PROPERTY l��l Ll C>t:7 OvvNrF Address (If Dfl��nt): {'S C Work will bePC perfo.. d by: nnv:.00r Q 1•rnpcny Owner Contranor's Name: QjA Phone: _ Address: Fax: WCjZ}t 1'L'Ti)r O1tM1uD 13Y Cmuraetor's License N....t.er:{�JL��- Certificate or lns.m,ncc cumendv Yes 'No on Cle with [)ynnrtmenr� - - //- / Aprcca t i,: O Property ow„ce O Property Owners Agent ❑ Conwaetor�&' other. f .t 1:•.,1"t "cl�i Cc?n A7 f -C C_7AZ.;' - I / WE, the undersigned, hereby ripply to the County of-nutte l7or :en encroachment permit l0 do the folllo%vin1_ work under Or, over the Court road_% and highways, all in accordance with County ordinances and general laws. lignalu e: •- -� Dade Signed: Road atfcctu _V_t>�c? ��,� .r• � , to r__n � •�>'•. � Time mn1 Du. alien _ of Lo[ruaehma,t: � Permanem Hncmnch meet 0 't'emtwrary; Iron.,•.••,.- _ "I'n _-,__, _,-, LOCATION Type of Encroachment: JS Driveway 0 Roadway 0 Culvert O Fence O Nip./Pipeline ID Sign/Billboard I] Other Site Plrms - IHNo Atrachcd: �� Yes PER-M1•Il IS: O CRANTEID O nr:�th:u 1 Cuuditious: In compliance will) (he nbove request, and subject to all terms, conditions (including, those on page 2 of this pctnnii fnmt) rind special conditions written below, perinission is licieby rrutilcd. I. CI Underground Service AIaZ (U.S.A.) must be notified two working days prior to any excavation. 8UU-2.77-7.600 "• -_-0 •_.�._ .. 0 All work shall conform to aecompunying ` O Detail"• Plans 0 Special Conditions }. ❑ Other Conditions: YERM11' ---- — i I J�,1k 11r.,\ ��.�5�.'� �� S— <' ` 5—ril5 •—.- — C C..G CONDI 5,.—�`-�� �_ : 1 �G_a M=l.s_�i ��'_•i `�• �L� (To be rallied in by County) C J < C t n C--_ —�%�. �? <Q-ASQ-A. 'Sq �u rr �- "[c/' moo, •- C.. Owe:Iccued � � Dateo Date J Amoout Paid: Paid F�-% Check try: Z No: % � Nom.: "'f (✓cr - -�i�sC1' _ Mike C:rufnll, Director of Public Works 13y: - Rond Dist'— Inspected ny: I t...<pc.tiun O Cnmpl.•rcd • OK LJ Completed - Not Oh ,r County Ir 0 Additional Coni-ents Attaclmd ._�_ _ . --- ._.. .--------•-'--'--� ' ---'--- .� •--- :e only c n.nment.,: numt+cr besides (Slr>) S�:t-SI.S r, they c n Ire delayed .,p to rine we.:k. ro.,nsoosoeer t•tni.�• I7'pennil.s ere fixed to nny Page 1 of 2 T ' of 9set, BES Des si(_Joth OT T qnd 00 az-:3.na clot, s Co s0 *' T ^oN 10 �Q1,ST LENT O� o O Ac0UN�ys (UtUc WO ®epartm'en-t .0 o u n t Y J. Michael Crump, Director of Public. ® f �B u t t Works, LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (5.30) 538-7266 (FAX) 538-7171 . National Pollutant. Discharge' Elimination System (NPDES) Phase ll Construction Storm Water -Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement LLESS THAN I A REQ F')roject Description'. Project ]Location and/or Parcel Number: jok l�l L -t � SCA I% 0,25 By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre -or,more.of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the- State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality'Control Board for a project that disturbs one acre or more of land may result in revocation of grading and other permits or other sanctions provided by.law. Signed Title: Date: Less Lhan1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program V 2005®0056101 Recorded • I REC FEE - 10. r0 Official Records 1 AND WHEN RECORDED MAIL TO: County of I CGOILS 2.50 Butte I BUTTE COUNTY BUILDING DIVISION CANDACE J. GKOBS 1' 7 COUNTY CENTER DRIVE County Clerk-Recorderl , OROVILLE, CA 95965 ' 11314 011:319M 16 -Sep -2005 I wage i of 2 IIII III III I IN I Il 11111 IN I IN 11 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building . permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm . operations. All that real property situate in the County of Butte, State of California, described as follows: Date / ' PROPERTY OWNERS: State of California � ) County ofc'�%LG ) On /- before me, personally appeared///� C G .ec, �� %l Oi.�iS personalty known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) Is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instru ent. ,. WITNESS my hand/and ofq�ial 5pL—/—. Signature Seal: C. Costa C Commission #15174,79 � CL Notary Public-Califdika � U Bune.County A.P. f? My Comm: Exp. Oct: 30, 20013 . I VlS c . E3Q1IBIT A Being in Oroville Wyandotte Irrigation District and being a portion of Lots 62, 63 and 64, as shown on that certain Map. entitled, "Official Map of Oakdale Heights", which Map was recorded in the office of the Recorder of the County of Butte, State of California, March 1.5, 1928 irrBook 8 of Maps, at page 23A, described as follows: Commencing at a point on the Easterly line of said Lot 62 where it intersects the Northerly line of lot 24 of Oakdale Heights, Unit No. 3, which map was recorded in the office of the Recorder of the County of Butte, State of California, on July 15, 1957 in Book 22 of Maps at pages 36 and 37; thence running Northerly along•the Easterly boundary line of said Lots 62, 63 and 64, a distance of 105 feet; thence Westerly and parallel,`with the Northerly boundary. line of said Lot 24 of Oakdale Heights No: 3, to a' point on the easterly boundary line of the Palermo Road: thence in a southerly direction and along the•easterly boundary line of said road to the northwest corner of said lot 24: thence along;the northerly of said lot 24, north 89 degrees 30' 00" east, a distance of 147.43' to the point of commencement. } ' a4 PERMIT BE LAST NAME CONTRACTOR STREET NO JUGSE2 VALUATION FEES PAID FEES 2 FEES 3 FEES 4 Comments: STREET NAME TYPE 0 Bin MAPh FIRST NAME _ 11, CITY • S PFL REMARKS M OD RECEIPT RECEIPT 2 RECEIPT 3 RECEIPT 4 - Rel �- Rel r APPLIED ISSUED LED qo-G� 1�11T OF STATE OF CALIFORNIA NUMBER: / BUSINESS*1, TRANSPORTATION AND H GENCY DEPARTMENT OF HOUSING AND COMMUN LOPMENT [� C m' - - ---= - - --- DMSION OF CODES ANDSTAND - : - • x 87-5-72-T5 DIVISION � MANUFACTURED HOUSING PROGRAM~ . - _ 1GSJ9:�l:r:i 1. tir•L.J� ?G 5c.%��.1i9- _ .i ...+ t.►. -t _ MANUFACTjQRER3PERTlFl ATOFE•ORIGINiT� VISI i iCie!vc'7i UH f • � , _. �_` " `•lU '•• ' _� ❑ CHECK IF THIS IS A DUPLICATE MCO -ENTER ORIGINAL MCO NO. MANUFACTURED HOME OR MULTI -UNIT MANUFACTURED HOUSING V� - _— �_ __ _I ___ .. _._ r • ----_ . �_,_ -NUMBER OF-- TRANSPORTABLE SECTIONS- - -- ❑ SFD (SINGLE FAMILY DWELLING) ❑ MUMH (MULTI -UNIT MANUFACTURED HOUSING COMMERCIAL COACH: ! OCCUPANCY GROUP !t:,,;;: MANUFACTURER NAME: MANUFACTURER LICENSE NUMBER: 1 �((�y.r�Y WA-rwAR Av r17tY_'tt.:-.R^,,.��,,.{ .I :� ,�•.. x.. 1- ' a COR A�fU08 jl0.r. �•__....-..-.-_ter •�.- ..w.....-.w.�...-......_.._-.r «..r...+. -..r.. - -_ _- _ - ,�_ �_ 7�T s .-..'.".-JAi, �tSr � LOY- "1; -.--.. - ...r--�--'-••►-•.., ? MANUFACTURER—ADDRESS: ., y - r::l TY * ,`.: _ -.. '13 Ya t'; "$ ^) T ^• r'C.� ' Yi .* ti fSUGGESTED}tETAIL P.)tICE:� t e;,UR I WIFIC BLVD , Sbl, AL84 j 0-R-97321' stroePUS C. state i i MANUFACTURER TRADE NAME: -MO DEL'NAME•AND/OR NUMBERS YR -DATE OF MANUFACTUREim 6a.DEtd *7 6EMK 7PSM4261KI (0 M6 111227 NAME OF -DEALER OR TRANSFEREE (OWNERSHIP • TRANSFERRED TO):•_--- +=CALIF�DEALER NUMBER -OR -- -^---- a -DATE OF•,TRANSFER:--'•- -�-s I i SZLIE FIfL GtiCD TRANSFEREE DESIGNATION: r i ,� tyr c! loatdue ,t 1 1,+ tb to we) to Ivlu "a 10 � ) cr!! » ta> . w s � r d •a sSa T r^ It tent b�rr- 44DEALER OR TRANSFEREE ADDRESS: !- 13427 6AM LW, C43IC01 CP, 950,73 street Cf State zip) INVENTORY CREDITOR NAME: _:" 6` C[RCIAL DISTRIBUTION ROVE INVENTORY CREDITOR ADDRESS: ; : ( `pfiK_'MIt AEI P:G. $QrcA9m; FAmTIwj—1 6m4 4W _ ... ,"� _. _ �� _ , _ _ Street r �; I{•, in car. n, w y �. %PT "� .... �^ C' State' .!_:...1 . erre' { SECTION •- - --°MANUFACTURERSERIALNUMBER.,-- —.---HCDINSIGNIAORHUDUBELNUMBER. -- 'LENGTH- -. s- WIDTH 1(1-6) _ - - _ _ . - _ _ INCHES INCHES' (POUNDS) k1 A4.�33i212GR A • ORT:;99 .1 a- . - , .. � . • ..-• � . • , • .. i �., 7, 2 ... _. .. 1�1� D � - •i/v�.+ `�ia-.:fi a ,'_�'ti- 1 JF r'►s��' , i v iLif 1 a 49O3@? - - 720- _- 162- 24.30 - TRANSPORTER NAME: TRANSPORTER AO«OR,EySS b •.; t t . DR � (J ,r ; T y< � a ~ti • :1') Cit) I t ` t r , , $x. •. d r. 7rr L r � + ` ...- ..w -` mow:� - _ .,... -..-. SVeN C' State DESTINATION FOR UNIT DESCRIBED ABOVE: NAME T�Iv„T_i�.T.- - - -(City). . Z } 1 mortify under penally of perjury under 81e laws of the State of Mat t facts w true aid correct �~ + pMpabove rCyaldorm�iVa :�il4 rL+�Fa,-1 LlbK OR eQAedon et _ .. _' ". -•(County) -,-' (Date) (City):. �._ _ . _. (State)" . irr r ..t T:, 4 PVU :ZrAAKI • Z) 2 f li - «. i •°.x'44 Cr' 'i. a�'I`1' SIGNATURE OF, AUTHORIZED AGENT: r - i asTRleuT10N: HCD 483.i:S S ORIGINAL COPY 1 (V COPY 2 (Y FORWARD TO THE INVENTORY CREDITOR, UNLESS. THERE IS NONE, THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE),: ) FORWARD TO THE DEPARTMENT AT P.O. BOX 1828, SACRAMENTO, CA 85812-1828, WITHIN FIVE (5) DAYS OF RELEASE' 1 DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. JO,BEjtETA1NE0.py_W1FzMANUF_CRRER,, MANUFACTURING WEST, INC. Sold To: 315544 A1b8IIY Page 1 of 2 GOLDEN PACIFIC HOMES Invoice No..: 3121 Remit To: CMH PII�C', INC. DBA: GOLDEN PACIFIC-CHICO Run Number..: 3870 P.O.BOR 791071 13407 GARNER LANE Invoice Date: 11/22/2006 P.O. CHICO, CA 95973 Model Year..: 2006BALTIMORE, MD 21279-1071 Approx.Sq.Ft: 2,430 SIS Rep:MICHAEL R PATRICK 4tetail Cust: MORRIS/LEE P/0 Number..: Approval No: 327021 Serial No...: ALB031212ORABC Financed By: Model.......: 72GOL42603AH06 GE601K GE COMMERCIAL DISTRIBUTION FINANCE Ship To.....: 315544 GOLDEN PACIFIC-CHICO ATTN: MICHAEL RUNCA HUD: ORE493200 ORE493201 P.O. BOX 94900 ORE493202 Wgt: 28,350 24,300 LATINE. IL 60094-4900 HUD: 24,300 PA Vy.CJ�f� Al +y IDld To: 31'5544 ---`� Page 1 of 2 DEN PACIPZG•HEk&S.:. Invoice No..: 3121: Remit Tc.....� GOLD£i0 PA�ti>iL'=CHICO Run Number..: .3870C��C• 3407 GARNER LANE Invoice Date: 11/22/2006 P•0-BOX791071 HICO, CA 95973 Model Year..: 2006 �'TMRE, MD 21279-1071 Approx.Sq.Ft: 2,430 Sls Rep:MICHAEL R PATRICK Retail Cust: MORRIS/LEE P/0 Number..:: Approval No: 327021 Serial No. :.:'ALB0312120RABC Financed By: Model.......: 72GOL42603AH06 GE601K GE COMMERCIAL DISTRIBUTION FINANCE Ship To.....: 315544 GOLDEN PACIFIC-CHICO ATTN: MICHAEL RUNCA HUD: ORE493200 ORE493201 ORE493202 P.O. BOX 94900 Wgt: 28,350 24,300 24,300 PALATINE IL 60094-4900 HUD: --.. _ jwwryet iS ' & T OF • STATE OF CALIFORNIA • •� • l BUSINESS, TRANSPORTATION AND HOUSING AGENCY NUMBER: ` DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT� -y -DIVISION OF CODES AND STANDARDS =-' _ - -"-871-5-7-2-75 - ! F MANUFACTURED HOUSING PROGRAM lc:7Y,,lr'tt11:iUJR2=0BeK-1 5,. t..ItZ-A , _MAN UFACTURER3CERTIFICATE.OFORIGIN t,�21$r ,,.: : M ❑ CHECK IF THIS ISA DUPLICATE MCO -ENTER ORIGINAL MCO N0. MANUFACTURED HOME OR MULTI -UNIT MANUFACTURED HOUSING „� _ _ — _._�� _ _� �. _.. , _ __ ---- - NUMBER OF - - - - 3 ❑ SFD (SINGLE FAMILY DWELLING) ❑ MUMH (MULTI -UNIT MANUFACTURED HOUSING TRANSPORTABLE SECTIONS COMMERCIAL COACH: OCCUPANCY GROUP i1•',�;.;', ,%i G2� rc�,r1 y 1+ :'.fit y'�e;` MANUFACTURER NAME: MANUFACTURER LICENSE NUMBER: t, iE ti1�,0 fwgft►a rOtiJ':O 1^ `r •'rg ". A tvn I v^i .O ) : ,) _r f n p- ;raRniL I^ILIct It?64Eo '04-1eta , :u MANUFACTURER ADDRESS: .. ,d + ,, g. +_ r�.� pwt fig•...,,.,n ., r,�.. , r.T . t SUGGESTED RETAIL PRICE:— ,x,.,.,445 PACIFIC BI UD , SW,- MINN Q, MI - - ME) YR MAN WEST 7 affA3WA M& 11l22"K NAME OF DEALER OR TRANSFEREE (OWNERSHIP TRANSFERRED TO): — 4CALIFrDEALER NUMBER OR ------ -DATE OF TRANSFER: ---- -- •SQI i,E1J �'I;CIFICr3iC0 ""z'�` TRANSFEREE DESIGNATION: 1.11 jltfiti ' wS' 01 lm,,duz ,Y•.:ry eb to orr7 to )im! bxa tc s.'r'i tf'J t:r-r+. tv 07 ?a W .e Aa rrtso is "I recti :0n ; rns tv9'1 _*t Sr1 _ ; `-•t i3 -.G t DEALER OR TRANSFEREE ADDRESS.. 13417.1 GAR LqE, MICA; CA 95:73 street Ci state Zi INVENTORY CREDITOR NAME: j 1 GE CLOMRCIAL DISTRIBUTION FIh'gi'3CE 1 INVENTORY CREDITOR ADDRESS: � �e�— Street t - -`) =i.�y1.`<RT :S)3 '✓;PT -l0 � ) State 1 -SECTION- 1.6 .+:-.--.-- MANUFACTURERSERIALNUMBER �HCOINSIGNIA ORHUD LABEL NUMBER —'LENGTH-+ INCHES rz .+_WIDTH.. INCHES .....WEIGHT POUNDS)' 1 OM3121MR A QRE49�6 �.......�.... ,�,.�..� ,.. Y..i�, .,..•. �! 2 ALB0312m B` I0$ .;S 15Ca1T _ >a .88312121) C . _ftYiu '9.'.:, ,?'.. k1: '. 3r;,ec^•^..t CRE493POP A tr� a t �..� a.....4,:.rS • r2 '`1114;1`-, t.- 72e 15? - y 24.a"N- = 1 r• 1, i j TRANSPORTER NAME: _T :01St IG,'Gf81 _-_..__....-_.- {-,-...,_ ... tl...r.,+• ._....-.._ _ } ... TRANSPORTER ADDRESS: IC 2"-• rt l09'TI:Z .\'Y_t ",'"; h t..^ l m i-% b5L 10 Eli cod21 1w ..:Y Dr ., ane: >4 t: } _ ;.7: a^ Ls's :,. n L r,w tr,,r' •s. <�'.,, , +.�,.�. State DESTINATION FOR UNIT DESCRIBED ABOVE:AT OVA3U 1103"44. NAME_ WUIC-€NIt'�,=-13487- d,Wr-CHlCG�-CA-:5923.•..•,....•., C' StMa -�• - -- - -- � �.. I artily under Penalty of perfuy under the laws of the State of Cali WM mat the above tads are true 0.4 oonect 3A Executed an s•13; 22185 ALMI LIMN, OR i (Date) (City) j _ (County) a - _ _ �" '-(State) _...r...ti ..ClIT•..}) 7 A 4?.x(AalSEA�J-idI 5a=iu> r, T 3O 3TC ej j - SIGNATURE OF AUTHORIZED AGENT:j ! j f$ ) DISTRIBUTION: ORIGINAL (PINI) FORWARD TO THE INVENTORY CREDITOR UNLESS. THERE IS NONE, TNEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE),A -,yi? 1 COPY t (MITE) FORWARD TO THE DEPARTMENT AT P.O. BOX 1828, SACRAMENTO, CA 95812-1628, WITHIN FIVE (5) DAYS OF RELEASE' " 1 COPY 2 (YELLOW) DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. .......•.r COPY l (GOLDENROD)_O.BE RETAINED BY_„HE MANUF1KTURER- _ _ HCD 483.0 -Side 1 - (7/97)Csw'Z -1i iOQ l m ..11W Elmer L;Morris ...... ..... ...... I........... 1805 Elgin Strec........ ................. ocovillet California For ralua rw*ire+i �.-►1CIAt RECO.,D, .�+c �► OUTS COUNTY, Cg1j;,L�oNtA . ATI4Ll-- - a11ANT DEED 1Jo4nt Tenancy) 'txGIhEtREO WOOD PgODVCTA COMMAkt, a corporation, l' GRANT....... ...to 9LM9R L. MORRIS and MAXIaR MORRIS, his vire, j� sa JOINT TENANTS all that m -s.1 property altuste In the Bu t t a , State of Calltorala, descntol u follows t County of Boing In Orovillo Wyandotte Irritation District and Using a Cdr on of Lnts 62,' 67 and 64. as stiown on that certain Map e11title4. °official ?tap or Oakdale Heights', which Map was racordod 1n the office or the Recorder of i the County of tltrtte, $tate of California, harem 13. 1925 In Book a or Maps. at pate 2)A, dascrlbod as �_J follows Co. oncing at a polnt on the Easterly line of sold Lot 62 whore It intersects the %Arthv r!y !imp of Lot 24 of Oakdale Heights, unit No. )0 which slap was records -4 In the office of the Recorder of the County of ls,atts. !tate of California, on July 13. 1937 to Book 22 of Ya+.e. at pages 36 and 37; thence runnlnt horthsrly along the easterly brundary line of said Lots 62. 6) and 64. a distance of 105 feet{ thence Westerly and parallel with the lortherty boundary line of said Lot 24 of J4kdale Heights &o. ). to a point on the t..rterly boun-Jary line Of the Palerwo Road; thence In a Svuthorly diroctlon and stony the Easterly boundary tine of *aid Road to the tiorthwast Corner of said Lot 14; thence along the Northerly line or said Lot 24. forth 89' 30' 00• Sast. a distance of 147.4) feet to the point of commencement. ;L--A';1,XKMD '4101100D P ► J C O. Dated.......__..D.le.q�D� t .-_l Or..._.._.......19....6i • / /. C ' I t tTTATIs Or CALIF'OR-SIA i 19...02. 'xlore Nw--_Jack-1- S tell&.._. - _..—._. a Ko" Pwbtse. to and for soil.. --.------.County end State, prrr~Uw a: -geared __...__._... __._..._....._.._.----.—.�—_._. _ lwossw to me to b4 the persow.—whoa. worn• __..._...rubseri0ed to the within instrument, and arknouledped to w,e that ..—he.—.srec,.ted the some It V r,rw, rn u r..>w r nv r e t .. Votary 11.Nrc `.on•'t' I P TiT C ('^%f %\Y In I i t ' j n Redline Installation% Inc 13407: Garner Lane Chiccr,,Ca 95973 -530-891-6719 530,-891-6720 (fax) Date: From: RE: Number of pages:(including cover) _— Subject: C316 374 0150 PAGE 01 0'3/16/2005 09:07 916-374-0150 WESTLAND %efiR 1193b gING `19• ]DEPARTMENT HOUSING AND COMMUNITY DEVELOPMENT't �' DIVISION OF CODES AND STANDARDS g q ® gj;11 F joo AREA OFFICE k2N 8911 Foioom Blvd.SAGgAMENTO. CA 95626V (0)S ell FAX (916) 255-2535 Ftom TOD PhOn99: 1-800.735.2928 Frog+ Voice phones: t-800-735-2922 September. 16, 2005 x . Tiedwon Engineering 5901 Wheaton Drive ' Atlanta, GA 30336 RE: Foundation Standard Plan Approval (SPA) SPA 99-1F , Dear Sir.'s: The purpose of tlus notification i5 to issue you an expiration extension for the above noted foundation SPA. Effective immediately for SPA 99-1 F the expiration date has been extended: Applicant: Tiedown Engineering 5901 Wheaton Drive Atlanta, GA 30336 Design Erigipeer: Ray Tucker 3220 E. 59th . Street Long Beach, CA 90905 SPA Number: SPA 99-1F New Expiration Date: November 1, 2005 If you have any questions regarding this notification you may contact nic at (916) 255-2501. Sin s 1 Dan Fitzgerald i Northern California Field Operations Administrator U ` CC: File SPA 99- l F r Z0❑ ?TV *ON 017TZ825 f NOIlH-l-1HiSNI 3NI-1(13d 02:OT S00Zi9Ti60 l a � BUILDING PERMIT NUMBER: 05-2485 Address or location of unit: 5471 LINCOLN BLVD OROVILLE CA 95966 Legal Description of Real Property: 078-190-008 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: MORRIS, ELMER AND MAXINE Owner's address: 2237 STUMP DR OROVILLE CA 95966 INSIGNIA OR HUD NUMBER: ORE493200/1/2 SERIAL NUMBER OR V.I.N.: ALB031212ORA/B/C MANUFACTURER'S NAME: CMH MANUFACTURING YEAR: 2006 OFFICIAL APPROVING INSTALLATION: w DATE: 5/4/2007 PHONE: (530) 538-7541 H.C.D. 513 ""0100 Due to continuing improvements, specifications and designs are subject to change without prior notice or obligation. Square footage is approximate and does not include covered porch areas. 11/04 DP 77686-20 2735/K STANDARD CARPET LWM ROOM ONM ROOM FAMILY FDW STUOT BEOPIXI16 1 4 3 KASTERBEOROCM TOTAL V CPT. CAM= eAlW ADD 10-0* TOTAL OPTIONAL CARPET GUESt aATW SCRAP MASTER BATH 10-0 lqtc4N 14-0 WILITT Bats ROM .0 CA"T —1 030 PSIF BUTTE COUNTY lam, I APPROVED . 13.6 A 60-0 PSI, 020 POF QvPOF El El 0. P5FR "�O— 30 PSIF 1 30 PW .66 LWO ------- ... �lj u D 30 PbF :1) 30 POF + (20# & 30# ONLY) 13'-8" CARPET LAYOUT PIER R CIPASITY No. (LB FOO TING SIZE REQUIRED (SO. IN.) PIER NO. iER MAO (LUS.)TY 4000 5oOO FOOTING SIZE REQUIRED (50. (N.) PIER PIER NU. CAPAC (LBS.) 6000 F -1 8000 FOOTING SIZE REQUIRED — P1 ER NO. — PIER FOOTING SIZE REQUIRED (SO. IN.) CA ACITY LPBS.) 1000 PSF 150 0 PSF 2000 PSF — - - 10000 1440 9GO 1 720 12000 1728 1152 864 _ 1000 PSF 1 1500 PSF 2000 PSF 288 _+ 192 10 360 180 _"O 500 PSF 2000 PSF 576 384 288 — 79n 4110 360 IF SF 1000 PSF I I — '732P 864 t57a6_ 1152 1 768 576 2000 2500 GOLDEN WEST HOMES "g ALBANY DIVISION 2445 S.W. PACIFIC BLVD. DRAWING TI- CARPET & PIER SUPPORT LOCATIONS PRODUCT MODEL NO. GOLDEN ESTATE GE eOlK-04 50. R. 2,430 °"E12-11-03 ALBANY, OR 97321 926-8631 Phone DRAWING FIXE IKFORWAnON ALBANY DIVISION (6" WALLS) J. HENRY SHEET 1 -A2 REVISED— �5411 800 858-3552 Fax Vector Dynamics Foundation System INSTALLATION INSTRUCTIONS for the State of California Version 91212003 INDEX Approval PAGE RELEASE UANOPACn MEDHOMMOMEROWS SECTION NUMBER DATE FOUNDAMON SYSTEM =a= AND SAPEW CODE, W=ON ISM APPROVED INTRODUCTION 2 9/2/03 suw=TOcomcnomwM GENERAL INSTALLATION 3 9/2/03 Atmavu joss NOT Av7ilOR1Z8 0!t APPROVE AM PARTS LIST 4&5 9/2/03 OMMONS Olt MIAMON MOM RWJHtEMBrrts 01 APMCAM STATE LAWS AM RBWLATMM LONGITUDINAL DEVICES 6 9/2/03 S''° of Cdifbnft PIER HEIGHTS 7 9/2/03 CODES MW LAD SET-UP INSTRUCTIONS 8 9/2/03 NuAWarg EXPI - FOOTER SIZES'S; t . WIND ZONE I = SINGLE 9 9/2/03 - DOUBLE 10 9/2/03 - TRIPLE 11 9/2/03 - HIGH PIER 12 9/2/03 WIND ZONE II - SINGLE 13 9/2/03 o?MFFss�oti M. who - DOUBLE 14 9/2/03. �� y��IE 2 - TRIPLE 15 9/2/03 NO. 5`245 a & PIER SYSTEMS 16 9/2/03 • gTFOFCAAL-w �P CINVV-DRIVE SOIL CLASSIFICATION 17 9/2/03 CONCRETE INSTALLATION 18 & 19 9/2/03 6//9 /, COMPONENT PARTS AVAILABLE UPON REQUEST Y.ar wi : p 03 r a C C\ C a C Tie Down Engineering, Inc. VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS Introduction These instructions describe the proper use of the lateral and longitudinal foundation system. You may also refer to the home manufacturer's installation manuals that include the Vector Dynamics system as an alternate foun- dation system. General The. Vector Dynamics Foundation System provides the support to resist lateral, longitudinal and over -turning movement of the home as required. by the Federal Manufactured Home Construction and Safety Standards in a specified wind zone when the system is used as described in these instructions. Please verity state or local wind load requirements prior to installation of the home. The Vector Dynamics Foundation System resists lateral & longitudinal wind & seismc loads by anchoring the two longitudinal main rails. The system is approved to be used on single or multi section homes:' Nominally 12 feet to 16' feet wide -'(single section) with main rail spacing of 95 inches or greater -on center; multi section main rail spacing of 75 inches or greater on center. Nominal 8 foot or less top plate height at sidewalls with main rail depth of 12" or less. Maximum roof slope of 20 degrees (4.4" in 12" slope). Maximum eave width (roof overhang of sidewall) of 12" for Zone I, 8" fo Zone II Maximum pier height under main rails -see page 7. The Vector Dynamics Foundation Systems may be used as a part of the vertical or gravity support system con- sidering that each Vector Dynamics pad has two (2) or (3) square feets bearing area. To inquire about the use of the Vector Dynamics Foundation Systems with homes of four or more sections, other widths, or on homes requiring pier heights which are not included in these instructions, contact Tie Down Engineering, Inc. at 1-8007241-1806. 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. BUILDINr3 , ,iVj S I p� "-- Page 2 California 9/2/03 GENERAL INSTALLATION INSTRUCTIONS SITE PREPARATION It is necessary that the home site be properly graded and sloped to prevent water and moisture from standing 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.- 44 or 1 adjustable steel commpression 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 will also be the same length in each Vector set-up. STRAP INSTALLATION All frame ties and diagonal straps must go from the anchor to the top of the I -Beam. See illustration below. 1. Attach frame hook to top inboard . location of "I" beam. (Frame hook must be attached to frame at points closest to floor support.) 2. Keeping in line with the hook, wrap galvanized strap completely around "I" beam. 3. Pull strap past anchor head approximately ten inches before cutting to allow enough strap to give a minimum of five turns around the slotted anchor bolt. 4..Thread loose end through slotted bolt so that .the strap is flush with the other side of the bolt. 5. Tighten slotted tensioning bolt a minimum of five full turns. BUTTE COUN TV BUILDHONiG . APPR vEo Page 3 �O <EXM California 9/2/03 Dynamics. Vector Foundation Systems Lateral Component Parts List Vector System Lateral Stabilization Block Pads #59018 - 2 sq. ft. single/double block pads with hardware, swivel straps and slotted bolts Vector System Lateral Stabilization for.Concrete # 59036 - Single (only). block pads with hardware, swivel straps and slotted bolts. # 59049 - Double block pads with hardware, swivel straps and slotted bolts. Vector System Lateral Stabilization For Difficult/Rocky Soils # 59287 - V Drive System Must be used with: # 59018 - Vector for single/double block pads 3 Sq. Ft. Pad Vector System # 59271 - Vector 3 sq. ft. pad (2 required) # 59024 -Vector Lateral Hardware Kit, includes PVC adapter. Strap/Swivel Strap Connectors & slotted bolts not included. ":'411 ii yttr a �•, ,.l �..z _ APP PoVT'[i1+ Page 4 )Aye California. 9/2/03 Vector Dynamics Foundation Systems Longitudinal. Component Parts List Longitudinal Stabilization Hardware Kit # 10733 - (for use with 59018 Vector System, single stack block sets only. Longitudinal struts not included) Li APPROVED Page 5 Longitudinal Stabilization Hardware Kit for Concrete #59023 - Includes 2 beam clamps, tension brackets, nuts and bolts. (for use with #59036 & 59049, longitudinal struts not included) 3 Sq. Ft.'Pad Vector Longitudinal System # 59026 - Includes 2 beam clamps, 2 tension brackets, nuts & bolts. (for use with #59271, longitudinal struts not included) Struts for Longitudinal Systems Part No: Length Pier Height # 59016 30" up. to -2 Blocks # 59012 39" up to 3 Blocks # 59013 44"' up to 4 Blocks # 59014 53" up to 5 Blocks # 59015 .65" up to 6 Blocks PVC Adapter Bracket # 59281 - For use with Schd 40 PVC Center Compression Strut # 48612 - Single Section, 62"-108" # 48613-- Double Section, 34"- 60" (includes short u -bolts, nuts, washers and 6 self taping screws) �:o <E3M California 9/2/03 Longitudinal Stabilizer Devices The use of LSD systems on a single or multi section home replaces longitudinal anchors, stabilizer plates and straps. The Longitudinal Stabilization Device (LSD) is used with the Vector Dynamics System to resist loads in the longitudinal direction (short dimension) of home. The number of LSD required is shown on pages 10-13. LSD Combine Vector Dynamics C 1. Longitudinal Foundation Pad 2. Beam Clamp (2 per system) 3. Longitudinal Strut (2 per system) 4. Tie Bracket (2 per system) Note: Two struts =1 L.S.D. system. Can be used on one pad or slipt on opposite ends of the home. Examples of po55ible placement: (Contact TIE DOWN for placment in other Wind Zones) Wind Zone I 5ingle Section I I I I I I I I I I I I I I I I I I I I I I I I Wind Zone I Double 5ection 18 Ft. Max. 32 Ft. Max. Forgreater widths use triple section design. Wind Zone I Triple Section -- -- -- [il lil Iil 48 Ft. Max. Page 6 1 California 9/2/03 50 in. max. Maximum Pier Heiaht Vector Dynamics Foundation Systems may be used on single section homes in Wind Zone I which require pier heights (from surface of Vector pads to top of concrete or metal pier) not to exceed 50 inches under one or both main rail(s). Note that a ground anchor must be used at each Vector system location where the pier height exceeds 24 inches for single section homes. On multi -:section homes in Wind Zone I, an anchor must be used at each Vector System location with pier heights above 46" with the following exception: double section homes that. are 24' wide, in Wind Zone I, have a maximum�pier height without anchors of 38". See page 12 for double section home high pier set instructions.. 50 in Max. M Unequal Pier Heights rLY! �1 5 Q � � I- L 9 � t •tiY, h,tr� • ..;` � Jr r •-Wry t _ 1 d� 4axIMUm Homes with unequal pier heights are limited to 50" maximum pier height. The difference between the -taller pier and the shorter pier cannot exceed 26". <EIM Page 7 California 9/2/03 Set -Up Instructions for Vector System #59018 Long U -Bolts 1. Set Vector Pads Clear all vegatation where pads will rest. Place a long U -bolt in pad as shown. Press or ham- mer pad into the ground. 2. Set Block or piers on pads. Center foundation blocks or piers on pads. Place pre-cut center compression member between blocks, resting on pads, centers between U -bolts as shown. 3. Outside Tension Bracket Attach outside tension bracket as shown to out- side of pads. 4. Inside brackets & straps Attach the inside tie brackets to the U -bolts over the compresion member. Attach a strap w/hook or swivel strap w/nut & bolt. Place other end of the strap over opposite I-beam & down to out- side tension bracket. Cut strap 12 - 15 inches past bracket. Attach strap & slotted bolt in bracket. Tighten strap until tight with 4-5 wraps around bolt.. Repeat with opposite strap. BU7*7' E Y �yO' LP3 k J Lot, + r Page 8 California 9/2/03 1 \ SEISMIC ZONE 4 _. �';-' "'� ♦♦♦ ' %' .WIND ZONE I, S Vector Dynamics Systems Required for 1 Single Section Homes (Materials Required) I � 1 IO C W >FC 'D 2 O < V y`Y� '.bce Z p1 IQ CD -OJ Note: L.S.D.= Longitudinal Stabilization Device n See Page 6. 0 2. WIND ZONE I co = �2 sq. ft. pad is Sy111111GUIU011y OJ I.Y00.... ..... y .ur .vnph of the home. Pier spacing must be consistent with home manufacturers' Soil Classifications: 2, 3, 4A, & 4B . instructions and/or state requirements. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: 30" with 2-4" helix anchor (59095), 12" stabilizer plates (59292), 1-1/4" frame ties Home Length Vector Systems Anchors Required 24+" Piers L.S.D. Required Per Side or 24" Pier 0 to 72' 3 2 3 2 Sect�o0 4 3 4 2 .�• 1 1 — leoa�2{ts�n9 { ' ''I- ♦ , 1 ♦1 1 ♦ ♦ I \ — — _ fi P ♦ I _ s w _ c Ate, Note: L.S.D.= Longitudinal Stabilization Device n See Page 6. 0 2. WIND ZONE I co = �2 sq. ft. pad is Sy111111GUIU011y OJ I.Y00.... ..... y .ur .vnph of the home. Pier spacing must be consistent with home manufacturers' Soil Classifications: 2, 3, 4A, & 4B . instructions and/or state requirements. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: 30" with 2-4" helix anchor (59095), 12" stabilizer plates (59292), 1-1/4" frame ties Home Length Vector Systems Anchors Required 24+" Piers L.S.D. Required Per Side or 24" Pier 0 to 72' 3 2 3 2 73' to 90' 4 3 4 2 Each Vector System requires one of the following: . 1-44 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) V CO NOTE: Vector Systems should be spaced as symmetrically as possible along the length 1 home. Pier spacing must be consistent with manufacturers' instructions and/or state req,..,_...-.-_-- P) No anchors required. For pier heights up. to 46" for WIND ZONE 28'-36' wide, . 38" for 24' wide. See Pg 12 for high pier instructions. 2 sq. ft. pad Soil. Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: ,000PSF mPwall^IPranchors may be required by home manufacturer) Hncnvrs nuquucu Home Length . ....... ...�...-�- Vector Systems -- L.S.D. �\' WIND ZONE I, SEISMIC ZONE 4 � -_---'" 2 --'L- 1 Vector Dynamics Systems Required for 3 0' .3 1' ♦ Double Section Homes 4 85' to 90' ho'm e 1 ; (Materials Required) -� -vale section - " \ \♦\.\ ��. - -- �. \♦ - -'" _-- a oi a _ \♦, \\,. 1 ♦ • �YY :. y N .'x ,..uv.1V' ,. � f >'a � � �'>•.�.. .,... ...%R�Na?S�T4e�.' � �..0 ..... ...w ♦ / !t%"i.(RL'Cd#L V CO NOTE: Vector Systems should be spaced as symmetrically as possible along the length 1 home. Pier spacing must be consistent with manufacturers' instructions and/or state req,..,_...-.-_-- P) No anchors required. For pier heights up. to 46" for WIND ZONE 28'-36' wide, . 38" for 24' wide. See Pg 12 for high pier instructions. 2 sq. ft. pad Soil. Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: ,000PSF mPwall^IPranchors may be required by home manufacturer) Hncnvrs nuquucu Home Length . ....... ...�...-�- Vector Systems -- -- -- Anchors Required L.S.D. Required Per Side 0to 40' 2 0 2 41' to 66' 3 0' .3 67' to 84' 4 0 4 85' to 90' 5 0 4 Each•Vector System requires one of the following: 1-44 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) Note: L.S.D.= Longitudinal Stabilization Device See Page 6. WIND ZONE I, SEISMIC ZONE 4 _ _ _ it m���� geo tie°toc sYs ; . �% Vector Dynamics Systems Required for _ _ _ , - _ - _ " Triple Section Homes - mpXe °f a ecal SPg _ , � � � ` � ` (Materials Required) - - ' _K - " - EXl on NOTE: When a pier height at Vector locations exceeds 46",. an > anchor must be used on the outside wall/beam at tht -0 approximate. location. NOTE: Vector Systems should be spaced as 0 symmetrically as possible along the length of the < home. Pier spacing must be consistent with home lel manufacturers' instructions and/or state requirements. n K 0 Cf WE C5 w 2 sq. ft. pad 2 sq. ft. pad Soil Classifications: , 2, 3, 4A, & 4B Soil Bearing Capacity: .1,000 PSF minimum Anchors Required': None ('Marriage wall anchors may be required by home manufacturer.) Home Length Vector Systems Required Anchors Required Per Side LSD Main TAG 0to48' 2+2 on Tag 0 2 1 49'to71' 3+2 on Tag 0 2 1 72' to 84' 4+ 2 on Tag 0 2 2 85, to 90' 5+ 2 on Tag 0 2 2 Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) `; `— —= =iii '\\ WIND ZONE I, SEISMIC ZONE 4 (High Pier Sets) C) co tv W03 FIC 0-1 ZM 0r `d C-7 ^y� eq 6 V 4 Vector Dynamics Systems Required for _ _ - , \ Double Section Homes - - 1 (High Pier Sets with Diagonal Ties) _ -'" &00 home -' �`\ \ 2, doublese_ - q \ \ `♦ \ 1 I �- sans%"�., _ ' ` x,• �� p� . ra � \> � \\ ,.` .. sx «`�15"'f'I�' �`S. � kyr " _ � NOTE: Vector Systems should be spaced as symmetrically as possible along the length home. Pier spacing must be consistent wit manufacturers' instructions and/or state re Soil Classifications: 2, 3, 4A, & 4B WIND ZONE t Soil Bearing Capacity: 1 000 PSF minimum Anchors Required': X59 with 24' helix fame t tie (59ith 0onnector stabilizer plates Max. Height Unit Width = See Page 7 cn n Min• Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, o sp.., g Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) wA �2 sq. ft. pad/ 1 � 1 WIND ZONE II, SEISMIC ZONE 4 (Hurricane) w Vector Systems Required cn CD W w _ >ic 5 2 49' to 60' 5 6 �, ��u 0 61" to 72' C5 f a�i C") 73' to 84' 7 8 2 CD 24u WC) Vector Dynamics Systems Required for Single Section Homes - ` I ` (High Pier Sets with Diagonal Ties) Se on e �nes. Nie)n V%0 idel� secicof smalg o{ a poensaacto oam EXampwNscje, koet SY% ; TA WIND ZONE II (not to scale) Soil Classifications: Soil Bearing Capacity: Anchors Required": 2,3, 4A & 46 1,000 PSF minimum 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Equired per side LSD 0 to 48' 3 5 2 49' to 60' 5 6 2 61" to 72' 6 7 2 73' to 84' 7 8 2 85' to 90' 8 9 2 -r gyp. 2 R, mac. NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. Maximum allowable working drag load for the Vector System with steel compression strut is 4,000 tbs. per the K2 Engineering test report. Each Vector System requires one of the following: �2 sq. ft. pad 1-44 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) CD 1 WIND ZONE II, SEISMIC. ZONE 4 _\ ms Required for _ - -' .Ct`on %�e ma 9�\de\`RVector Dynamics Syste q se on� . \ 2 �k d��ae%n9 `�ska0k1o� Double Section Homes _ - - ' ' " ' o� a Hera\ P h°me EXamp`s °Ws m„st be to ' �\\\vst ata sPao�n9 - n Pads ' dais°0 NOTE: Vector Systems should be spaced as J symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. maximum allowable working drag load for the Vector System with steel compression strut is 4,000 lbs. per the K2 Engineering test report. Soil Classifications: Soil Bearing Capacity: Anchors Required": 2,3, 4A & 4B 1,000 PSF minimum 30', with 4" helix anchor (59095), 1-1/4° vertical ties w/4725 lbs. min. breaki Home Length Anchors Equired per side Vector Systems Required LSD 0to48' 4 4 3 49' to 60' 61” to 72' 5 6 5 6 3 3 73' to 84' 7 7 4 85' to 90' 1 8 8 4 Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) el 0' WIND ZONE II, SEISMIC ZONE 4 Vector Dynamics Systems Required for"home Triple Section Homes _ m��t� Seo tvectot syste l� _ _ , � W (Materials Required) _ - _ - - 6 #t �in9 y� ' ♦ `e 0� a neta� spa -1' FC > 0 --1 07-4 -4 Ilia G) 00 AAI C _- - - --- - —- aAWNS Ws - ' 1 " � 5 � ♦ I ♦ BMW I K EX ♦ I \ � est _ .n .. << NOTE: When a pier height at Vector locations exceeds 46", an anchor must be used on the outside wall/beam at that approximate location. n >v 0 w ►- NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements.. Soil Classifications: Soil Bearing Capacity: Anchors Required": Tag or__-,* full triple 2, 3, 4A, & 4B 1,000 PSF minimum 3/4!'x 30" with 4" helix anchor (59095) 1-1/4" vertical ties w//4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side LSD Main TAG 0to48' 3+2 on Tag 4 2 1 49' to 71' 4+ 2 on Tag 6 3 2 72' to 84' 4+ 3 on Tag 7 3 2 85' to 90' S+ 3 on Tag 8 3 2 Each Vector System requires one of the following: 1-44 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) IR 9 2 sq. ft. pad 2 sq. ft. pad Vector Dynamics Metal Pier & V -Drive Installation METAL PIER FOUNDATIONS For metal piers, place the piers in the center of the Vector pads. Set the single 44 or two 2x4's through the piers, centered in the U - bolts. Outside Tension brackets attach the same, Inside tie brackets mount"upside down" as shown in drawing. Metal piers using the Vector System can only be used on level ground sets. Conventional pier adjusters must be placed under beam with upturned edge directed towards the outside of the home. Pier spacing must be consistent with home manufacturers' installation instructions and/or state requirements. To cut lumber (2 - 2x4's or 1 - 44 per, or 1 adjustable steel commpression member, part #59043 Vector system) for the center com- pression section, when n iC Main reMETALionsRALL WOOD MUST BE PRESSURE TREATED,STANDS, measure center to center frame stance and add 16". Optional GROUND CONTACT RATED.Moisture Termite Shield may be required 9 Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths are the same, the pre-cut boards will also be the same length in each Vector set-up. V -Drive for rocky soil V -Drive anchors are used only be installed. V -Drive anchors are used onl in Zone 1. single section homes. N in Zone I, single section homes in areas where rocky soil conditions do not allow helix style anchors to Vector Systems are set following the general set up instructions provided. With the V -Drive anchor, the short 2x4 boards used with the outside tension brackets are discarded. In place of the short 2x4's, a longer 2x4 is used as per the diagram above. This 2x4 board should extend from the base of the Vector pier set to 5 inches from the side wall of the home. Place the V -Drive head over the end of the longer board. Using a heavy hammer or electric hammer gun, drive the three V -Drive anchor rods through the V -Drive heads at an angle of approximately 45 degrees under the home. The rods must come to a complete stop on the V -Drive head. Attach a strap with hook or buckle to the frame and attach to the V -Drive head with a slotted bolt. Cut the strap end about 12 to 15 inches past the anchor head to allow at least four or five wraps around the slotted bolt. Continue tightening strap until all slack is out and strap is tight. 4Ei:1?J03 Page 16CaliforniaL� VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS Vector Dynamic Foundation Systems may be used only on homes set on soils classified as Class 2, 3, 4A and 4B as described in the table below: SOIL CLASSIFICATIONS Soil Class Types of Soils Blow Count (ASTM Soil Test Probe (1) D2586) Torque Value (2) 1 Sound hard rock...... NA NA Very dense and/or 40 -up More than 550 lbs - in. cemented sands, coarse 2 gravel and cobbles, preloaded silts, clays, and corals Medium -dense coarse 24-39 350-549 lbs -.in. 3 sands, sandy gravels, very stiff silts and clays 4A Loose to medium dense 14-23 . 275-349 lbs - in. sands, firm to stiff clays 4B and silts, alluvian fill 175-275 lbs - in Peat, organic silts, 0-44 175 lbs - in. 5 inundated silts, loose fine and lower sand, alluvium, loess, SUS varied clays, fill, fly ash. � f �,�� COUN (1) The purpose of the soil test probe is to gauge the strength of the soil below the surflatdPRU' ON and near the anchor's helical plate. The strength of the soil is estimated in terms of its reslstanglWenetration (flow) under load by means of the torque probe and is measured in Ib -in. The test probe has a helix on it. The overall length of the helical Section is 10.75 in.; the major diameter is 1.25 in.; the minor diameter is 0.81 in.; the pitch is 1.75 in. The shaft must be.of suitable length for anchor depth. (2) A measure synonymous with moment of a force when distributed around the shaft of the test probe. Vector Foundation Pads Equivalent to Footer Pads* Footer Size: Footer Size: 20x20 = 400 sq. in. - 16x16 = 256 sq. in. or 16x18 = 288 sq. in. -_ or 17x25=425 sq. in. - _=: EQUALS EQUALS -..., : _ _ _ 2 -Vector Pads # 59275 = -= - -` - 1 -Vector Pad # 59271 - 288 sq. in. or 432 sq. in. 1 Vector Pad # 59130 Vector Pad(s) exceed the surface area required when used as the equivalent listed above. 'Foundations in soil with a bearing capacity of less than 1,000 PSF must be designed by a Registered Professional Engineer miliar with site conditons <Elm Page 17 California 9/2/03 Vector Dynamics System for Concrete Applications Instructions These instructions are an addendum to the standard Vector Dynamics instructions. Read and follow all applicable instructions and. guidelines in the Vector instructions and home installation manual. The Vector system for concrete pads applies to concrete footers, runners and slabs. Minimum size of concrete per Vector pier is 24"x24" x 4" or 18" round (min) x 10" deep. The bottom of footers must be below the frost line or a minimum of 4" below finished grade whichever is greater. Concrete must be sufficiently cured and set to accommodate an anchor bolt to its' full load resistance. 1. 2. 3. 4. 5. 6. 7. 3 Determine location of pier sets where the Vector systems will be located. Place -one Vector concrete pad (galv. metal) on the concrete where the pier will be located, centered under the I-beam of the home. Place the upturned edge towards the center of the home and directed to the opposite Vector.pier. Do the same for the opposite Vector pier. Measure the distance between the two Vector system pads at the base where the Vector pad meets the concrete. Cut two.ground-treated 2x4's or Schedule 40 PVC pipe, or 1 adjustable steel commpression member, part #59043 this length and place between the piers as shown. Place a long u -bolt under the 2x4's and through the holes of the Vector pad as shown. 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. 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. 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 HPROw ; of a Single Section=:.. Wood Cap Set -Up and wedge Vector pa . for concret( footer Page 18 California Outside Tension Bracket Wedge Bolt ��YK �+ 9/2/03 Vector Dynamics System for Concrete Applications Instructions 9. Put a washer and nut on one of the 3/8" x 3-3/4" wedge anchors. The nut should be screwed on enough to have 1 or 2 threads showing on the top of the bolt. Place the wedge end of the bolt into one of the holes, going through the outside tension bracket, metal Vector pad and into the concrete. 10. Using a hammer, tap the wedge bolt into the hole. Maximum -height for expansion bolt above concrete is 2". 11. Repeat for the other hole in the outside tension bracket and the two holes on the other Vector system pier. set. 12. Place an inside tie bracket over the u -bolt so that the lip of the bracket is between the Vector plate and concrete blocks. Place washers and nuts on each U -bolt. Do not tighten yet. 13. Attach a strap with hook or crimp seal to the inside tie bracket, with sufficient length to go over the opposite pier and down to the outside tension bracket, plus 12 inches for wrapping the slotted bolt. Repeat .for the opposite side. 14. Tighten inside u -bolts. at this time. 15. Use the outside tension brackets to remove any space between the outside tension brackets, concrete blocks and the inside edge of the Vector pad, by tapping the brackets with a hammer. Wedge the pier set at this time. 16. Using a 9/16" socket wrench, tighten all of the wedge/anchor-bolts, securing the outside tension bracket and Vector pad to the concrete. 17. Using a slotted bolt in the outside tension brackets, insert strap through slotted bolt with end of strap aligned with outside edge of bolt. Turn slotted bolt until straps are tight using at least five turns on the slotted bolts. Illustration Tv Inside Tie Bracket Compressh boards- of PVC Pipe U -bolt Page 19 California nor pad for icrete / aR icrete oter 9/2/03 Golden W'est.. HOMES INSTALLATION MANUAL. Last Printed: THIRD PARTY APPROVAL FEDERAL MANUFACTURED Q C:) HOUSING CONSTRURION Uj SAFETY STANDARDS V p APR 0 3 2001 C:' Q CL - 9 n_ Q * GOLDEN WEST HOMES IS A REGISTERED TRADE NAME OF HBOS MANUFACTURING, LP. m March 26, 2004 Golden West Homes Installation Manuals; Engineer's expiration date To whom it may concem: This letter is to verify that my. professional engineers license new expiration date is. 3/31/2006 and shall apply to all Golden West Homes installation manuals in their entirety. Any party.who requires further verification may contact me directly at (336) 664-3970. Sincerely, Mark J. Ezzo, P.E. QED 190fESSIO// i0 S E P y NO.- 0042077 0:C042077 EXF sj> civet. jE OF OAIIFO�y�� INSTALLATION MANUAL ROOF DESIGN LOAD. [1,20 PSF .11-30 PSF ❑ 40 PSF ❑ 60 PSF ❑ 80 PSF WIND .DESIGN LOAD . 15 PSF CORPORATE OFFICE Manufacturing, Western Region Office 2222 South Dobson Road, Bldg. 3, Suite 302 Mesa, AZ 85202 , (60.2)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 MultiWide 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-kea 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 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) , Table II Ridge Beam Support Schedules Table III Mating Line Bearing Wall Support Schedules 18-23 24-28 29-31 Drawings and Details: Sheet Support Plans -'Outset Floor & Recessed Sidewall .......................... S-5 Support Plans - Porches & Fireplaces ............................................... S-6 Support Plans - Porches & Decks ..................................................... S-7 Pier & Footing Support Details .:......................................................... S-8 Floor &Roof Close -Up Details- 3:12 Roof ........................................ S-10 Roof Close -Up Details - 4:12 Roof .................................................... S-11 Alternate Fluor. Connection at Mating Line .............. a........................... S-12 PlumbingDetails...................................................4............................ S-13 MechanicalDetails...............................:............................................. S-14 Electrical Details.................................................................................. 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........................................................ S-41 Site Built Garage / Entry - Plan Diagram ........................................... S-50 Site Built Garage Roof Framing........................................................ S-55 Hinged Roof Close.Off Detail iii S-61 Hinged Roof Close Off Detail Hinged Roof Close Off (Site Instructions) Hinged Roof Factory Installed Notes, S-61-.1 S-62 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.witti 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 ther location where it will be installed. Each home is designed and constructed to accommodate the roof live load as checked on the first page of this manual, either 20 psf, 30 psf, 40 psf, 60 psf , or 80 psf and a horizontal wind load of 15 psf. The home's "Data Plate" must also have a .checkmark next to the, appropriate roof and wind loads which should coincide with the loads identified on the first page of the manual. The roof load that is checkmarked on the data plate does not necessarily dictate the required support requirements. Rather, it only indicates the maximum roof load zone that the home may be. located. All homes must be supported consistent with the local roof load zone where the home is to be set r K 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 112 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. raise the hitch 4. With the first two jacks still under the main beam. at the axles, 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 roofads use attached,nly 1/2 removetlhe temporaryameter bolts. the .ridge beam halves are properly 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 I and Table 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 roofsection 10 S-1 1, at line(s) of home and S-12, S-16, S-17, S-1 eS 30 through S -4r areas as .1 Refer to drawings , and S-61 through S-63. 13. Install 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 .5-13 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 SA3 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. K 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 Anstalled 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 ss designed thanfor a a�water ressure of 14 water column (1/2 psi) and not (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. A 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 1/2 flex conduit with conductors.on one floor section and a junction box with cover plate on the other floor section (see drawing S-15 detail "A". All. splice connections shall be made with wire nuts. Always replace cover before tuming 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. 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 Wire Size Conduit Size 3 Ton 8/3 3/4' 3 1/2 Ton 8/3 3/4 4 Ton . 8/3 3/4 5 Ton 6/3 314 11. Hook up duct crossovers) 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, A. Electrical function test. B. Water pressure test. C. Flood test (plumbing drain system). D. Gas test. E. Appliance function test. perform the following tests: 13. Floor undersheathin4 (bottom board): The sheathing covering the bottom of the home is special material that is either vinyl coated or -asphalt M -Al Conductor Al Neutral AI Ground Conduit Service 100 am No. 1.THW No. 1 THW No. 6 THW 1 1/2 125 am No. 2/0 THW No. 1/0 THW No. 4 THW 1 1/2 150 am No. 3/0 THW No. 1/0 THW No. 4 THW 2 200 amp No. 4/0 THW No. 2/0 THW No. 4 THW 2 10. Complete electrical connection for air conditioner ' where required. The circuit for an air conditioner terminates in a junction box without a receptacle. The conductors shall be spliced with wire nuts or other approved devices. See table below for wire sizes:. A disconnecting means shall be provided which is located within sight of the controller location. Air Conditioner Size Wire Size Conduit Size 3 Ton 8/3 3/4' 3 1/2 Ton 8/3 3/4 4 Ton . 8/3 3/4 5 Ton 6/3 314 11. Hook up duct crossovers) 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, A. Electrical function test. B. Water pressure test. C. Flood test (plumbing drain system). D. Gas test. E. Appliance function test. perform the following tests: 13. Floor undersheathin4 (bottom board): The sheathing covering the bottom of the home is special material that is either vinyl coated or -asphalt M 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 properalignment and fit. B. Floor tile, counter tops, marble, fiberglass, paneling, exterior finish, and roof for acceptable condition. C. Plumbing and electrical hook ups. 1 o. 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. ource.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'-% 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. M SUPPORT PLANS, PIER SUPPORTS, AND FOOTINGS In order to properly set up and install the manufactured home according. to the pier support plans and schedules, the following information must be known in advance: 1. Roof Load Zone: The local roof load where the home will be installed is typically either 20 psf, 30 psf, 40 psf, 60 psf or 80 psf. Note that 20 psf is often referred to as "South Zone' and .30 psf can. be referred to as "Middle Zone Check with the local building authority to determine the required roof load at the home site. 2. Soil Bearing Capacity: The pier support schedules are based on soil bearing capacities of either 1000 psf; 1500 psf, or 2000 psf. Refer to soils report or check with the local building authority for the proper soil bearing capacity to use 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 triple Refer to the appropriate "Support Plan" diagram (single wide, double wide, wide, etc.) for a plan view of the generic support requirements. Then, with the information from items 1 through 3 above, enter Table I to determine the required pier capacity and footing pad size for chassis and perimeter supports based on the pier spacing you desire to use (either 4, 6, or 8. spacing). If the required capacity or footing area is greater than the rating of you pier or pad, you must either decrease the pier spacing or use multiple piers and or pads with a combined capacity to meet the requirement. Refer to drawing S-8 for pier and footing support details. Typically, perimeter supports are not required for 20 psf roof loads. However, perimeter supports are required for all roof loads at each side of all door and other openings in the sidewall that are greater than 48 as shown on the support plan diagrams. Perimeter supports are not required where the'home is installed on and supported by a foundation system .that has a continuous perimeter wall and footing. capable .of transmitting the design loads to the soil (see "Foundations") SPECIAL SUPPORTS - PORCH COLUMNS POP -OUT FLOORS ETC. Pier supports are required at outset or pop -out floors, porch column posts, and outset fire place locations as shown on drawings S-5, S-6, & S-7.' 51 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 capaity 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 K 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 system(s) shown in this manual (piers; footings, and anchoring devices) comprise the minimum structural requirements for supporting the home to resist the total design loads as indicated herein. Where homes are installed on permanent foundations or other alternative support systems, such methods shall meet the requirements of the local building authority and .when required be certified by a registered professional engineer or architect. The tiedowns as shown in this manual are not required where a permanent or alternative support foundation system is used that has been designed to resist local wind loads, is certified by a registered professional engineer or architect, .and is approved by the local authority having jurisdiction. OPEN SLATTED DECKS AT PORCHES AND RECESSED ENTRIES Where open slatted deck boards are used at recessed entries and porches, provisions must be made to ensure water is not permitted to drain into the area under the conditioned portion of the home. Any perimeter type skirting or foundation wall should -be installed to follow -the exterior wall of the home and permit the area beneath the porch to drain water away from the home. SITE BUILT STRUCTURES ADJACENT TO MANUFACTURED HOME It is permissible to construct a site built. structure (garage, porch, awning, etc.) adjacent to the manufactured home provided the attached structure is self supported (freestanding) and does not rely on the manufactured home for support. In addition, it is acceptable to extend the garage or porch gable fill roof framing over and onto the manufactured home ' roof as long as the gable framing is designed and constructed to distribute roof loads unifgr 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. • 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 AGAINST SUPPORTS ARE NY PROBLEMS ASSOCIATED WITH FLOORS IF THE 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 independents 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(x) of the HUD Standards and the flame spread and fire protection requirements for surfaces adjacent to the range per 3280203 shall be installed in the factory. A gas riser will be installed at the range space and capped off to accommodate the future installation of the range. A tag shall be placed next to the riser indicating the size and maximum BTU rating of the gas line. . II. SITE INSTALLATION INSTRUCTIONS The range shall be :installed in the space provided in accordance with the range manufacturer's installation instructions. The BTU input requirement for the + range may not.exceed the rating indicated on the tag placed by the factory. After the range is installed, and with the shut-off valve open, the gas ,piping system shall be pressurized to 1/2 psi. (8 oz.) and the appliance connections tested for. leakageusing soapy water or bubble solution. .13 -_n- TVPiCAI ♦ . Y, 2'-0' MAX o X 24' MAX CHASSIS MAIN BEAMS (TYP.) r . (TYPICAL) r> . OPENING TYPICAL PERIMETER SUPPORTS (NOT REQUIRED FOR 20 PSF ROOFS)* PERIMETER BLOCKING REQUIRED AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48' M SIDEWALL FOR ALL ROOF LOADS. (SEE NOTE 1) SUPPORT PLAN SINGLE WIDE NO S. 1. PROVIDE PERIMETER SUPPORT BLOCKING. AT EACH SIDE OF DOOR OR OTHER OPENINGS FOR 20 PSF ROOF LOADS, USE 30 PSF PIER OVER 48" WIDE PER PIER SUPPORT TABLE. SUPPORT TABLE. Q�,OFESSIOp,�� JOSEPyE,joy�� LEGEND_ N =CHASSIS • SUPPORTS PER "TABLE I SUPPORT SCHEDULE". =PERIMETER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". ���P�� NO. C042077 I =TYPICAL TIE—DOWN PER SHEETS S-20 & S-21 * , 1 Ems. �.L-2444 . CIVIL sT'�IEOFCALIFO`��� 13 11'—O' TYPICAL (6'-0' FOR 6/12 ROOF) TIEDOWN SPACING TYPICAL PERIMETER SUPPORTS (NOT REQUIRED FOR 20 PSF.ROOFS) PERIMETER BLOCKING REOUIRED --� AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48" IN SIDEWALL FOR All ROOF LOADS. (SEE NOTE 3) MAX. 24' MAX (TYP•) 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 IND0,11DUAL' 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_ ' Qi.,qusslo , IPA CHASSIS PIER SUPPORT PER "TABLE 1 SUPPORT. SCHEDULE �\5��,���SEPy41<> ,y1' �P 1 N =PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". NO _RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE NO. 2 ABOVE C042077 m —REFERENCE "TABLE It RIDGE BEAM SUPPORTS" SCHEDULE. ® PER • II TABLE III — S PPORTSG WALL PA SUPPORTS PER SCHEDULE. CIVIL TFer r►11F0�� =TYPICAL TIE—DOWN PER SHEETS S-20 & S-21 14 i7 TYPICAL PERIMETER SUPPORTS (NOT REOUIRED FOR 20 PSF ROOFS) l f-0' TIEDOWN CHASSIS MAIN BEAMS (TYPICAL) MATING UNE _ _ _ RIDGE BEAM CLEAR SPAN RIDGE BEAM CLEAR SPAN MATING UNE BEARING WALLS ABOVE (TYPICAL) '— r -MATING LINE I ��f Ri1Q—GE,L BM. CLEAR AN CHASSIS MAIN 'BEAMS (TYPICAL) RIDGE -0' MAX. 24' MAX (TYP•) PERIMETER BLOCKING REOUIRED 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 A 1 ROOF DIAGRAM LONGITUDINAL TAG 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". IVIDUAL 2 RIDGE BTO TABLES 11 ANDIII FORSUPPORTCAPACITY AND REQUIRED RT LOCA11ONS' VARY WITH'EACH DPLAN. FOOTING AREA. REFER 3. OPENINGS OVER D48 "WIDE PER PER SUPPORT ERIMETER SUPPORT KTABLE% FOR 20 ING AT EACH IPSF ROODE OF F LOAOR DS, SER 30 PSF PER SUPPORT TABLE. LEG ND: N =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 m -REFERENCE "TABLE II RIDGE BEAM SUPPORTS" SCHEDULE. _MATING LINE BEARING WALL PIER SUPPORTS ® PER "TABLE 111 - SUPPORTS AT MATING LINE" SCHEDULE. 1 =TYPICAL TIE -DOWN PER SHEETS S-20 & S-21 ;}. 15 TYPICAL PERIMETER TYPICAL r2'-0' MAX. SUPPORTS (NOT ,11*-Cr EDOWN SPACING (T� ) REQUIRED FOR 20 PSF ROOFS) _ MATING LINE BEARING WAIL ABOVE (TYPICAL) CHASSIS MAIN BEAMS (TYPICAL) MATING UNE lIDGE BEPAN AM CLEAR SRIDGE BEAM CLEAR X 3 CHASSIS MAIN z ,o BEAMS (TYPICAL) PERIMETER BLOCKING REQUIRED AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER -48' IN SIDEWALL FOR ALL ROOF LOADS. SEE NOTE 3) 24' MAX (T'R•) � I 'SATING UNE ENINC x ''I TYPICAL AT ALL (4) CORNERS: PSF 4000} pIER/PAD O 30 CHASSIS MAIN I 60DOO PIER/PAD O 40 PSF 6000/ PIER/PAD O 60 PSF Z �0 BEAMS (TYPICAL) 8000/ PIER/PAD O 80 PSF (NONE REQUIRED O 20 PSF) 1 r � PIERS AT EACH ENO Of MAIN I 3000/ PIER/PAD O 20 PSF I 5WO% PIER/PAD O 30 PSF BEAM ON TAG UNIT ONLY: 5000/ PIER/PAD O 20 PSF 1 80000 PIER/PAD O 40 PSF 8000{f p1ER/PAD O 60 PSF RIDGE 2500# p1ER/PAD O 30 & 40 PSF 2500/ PIER/PAD O 60 & 80 PSF 10.000 PIER/PAD O 80 PSF < MID -LENGTH OF TAG __- -__ RIDGE 27-0• MAXIMUM TAG LENGTH SLOPE OF ROOF ROOF DIAGRAM TRANSVERSE TAG TRANSVERSE TAG T PLAN - SE TAG UNIT NOTES: 1. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN S-0". 2. RIDGE BEAM ABLES 11 ANDRIII FORORT SUPPORT�CAPACITY ONS YWITH EACH AND REQUIRED DPLAN. FOOTING AREA. REFER 3, OVERD48"PWIDEEPER PIER SUPPORTPPORT BLOCKING TABLET.FOR' 20 SIDE PSFOROOFFLOADS, OR USE 5oPSF OPENINGS PER SUPPORT TABLE. ` L G D• O'KIV0510p,- L=CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". ������OSEPjq IM=PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". NO. _RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE NO. 2 ABOVE C042077 m -REFERENCE "TABLE II RIDGE BEAM SUPPORTS" SCHEDULE. EIS. 3-31-2004 _MATING LINE BEARING WALL PIER SUPPORTS ® PER "TABLE III - SUPPORTS AT MATING LINE" SCHEDULE. Tf FICA Ir4� 1 =TYPICAL TIE -DOWN PER SHEETS S-20 & S-21. 16 m Rc5ttI DOUBLE WIDETE SAA ETT"CTULION OF 'T' MODEL MUST EB E AINDIV_IDU/LLLY NSTRUC.noNS. HOWEVER. TIEDOMM ANCHORS /REB NOTDES SECTU110NS AS SIiOWN ING LINE BETWEEN THE TWO DOUBLE WIDE (TYP.) 3 tD 1 v TYPICAL PERIMETER SUPPORTS (NOT REQUIRED FOR 20 PSF ROOFS) MATING UNE BEARING L --CHASSIS MAIN BEAMS WALL ABOVE (TYPICAL) MATING UNE W 2 -�- - RIDGE BM CLEAR SPAN RIDGE BM CLEAR SPAN z W CHASSIS MAIN BEAMS in m a � (TYPICAL) z N OPENING < m U 1 U W-0' TYPICAL o �I �I I TIEDOWN SPACING PERIMETER BLOCKING REQUIRED a AT EACH SIDE OF DOOR. OR OTHER VER 48* IN SIDEW 3 FOR N o � R� �OADS. (SEE NOTE N" 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 ESMN PIER FORORT SUPPORT�CCAPACITY AND REQUIRED ONS VARY WITH EACH DIVIDUAL FOOTING AREA. REFER TO TABLBL11 3. PROVIDE "PE PER PER SUPPORTKING TABLET FOR 20 EACH SIDE PSFOROOFDOOR LOADSOUSE 0 PSF PER THER OPENINGS OVER 48 WIDE DE P SUPPORT TABLE. r .LEGEND: END_ N =CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". lm=PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". =RIDGE BEAM "TABLE RIDGE NSUPPORTS PER NOT NO. 2 ABOVE m REFERENCE BEAM _MATING UNE BEARING WALL PIER SUPPORTS ® PER "TABLE III — SUPPORTS AT MATING LINE" SCHEDULE. I =TYPICAL TIE—DOWN PER SHEETS S-20 & S-21 17 NO. C042077 Ev• Ell== TABLE I SUPPORT SCHEDULE - 20 PSF ROOF LOAD - NO. EAVE 10' WIDE 12' WIDE 14' WIDE SOIL BEARING SUPPORT SUPPORT REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED CAPACITY SPACING LOCATION PIER FOOTING PIER CAPACITY FOOTING AREA PIER FOOTING CAPACITY. AREA CAPACITY AREA CHASSIS 1820 262 2148 310 2424 349 k64'O'— 1000_p" CHASSIS 2730 393 3222 464 3636 524 PSF —0" CHASSIS 3640 525 4296 619 4848 698 1820 175 2148 207 2424 233 1500 2730 262 3222 310 3636 349 PSF W49—OftCHA 3640 395 4296 413 4848 466 S 1820 144 2148 155 2424 175 �..2000S 2730 197 3222 232 3636 263 PSF 8'_0" 1 CHASSIS 3640 TTABLE 263 4296 310 4848 349 I SUPPORT SCHEDULE - 20 PSF ROOF LOAD - 16" EAVL 10' WOE 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 4'-0" CHASSIS 1980 286 2308 1.333 2584 1 372 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 1 4.616 444 5168 497 4'-0' CHASSIS 1980 144 2308 167 2584 186 2000 6'_0" CHASSIS 2970 214 3462 250 3876 279 PSF g'_p• CHASSIS 3960 286 4616 333 5168 372 Q�t IVES to NOTES•. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 1. N0. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH 0042077 SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Exp. 3 1i 2l)l1{ 3. THE MAXIMUM LENGTH CIVIL 18 TABLE I SUPPORT SCHEDULE - 30 PSF ROOF LOAD - .NO SAVE 10' WIDE 12' WIDE 14' WADE SOIL BEARING SUPPORT SUPPORT REQUIRED REQUIRED REQUIRED REQUIRED FOOTING REQUIRED REQUIRED PIER FOOTING CAPACITY SPACING LOCATION PIER FOOTING . AREA PIER CAPACITY AREA CAPACITY AREA CAPACITY CHASSIS 1032 149 1244 180 1420 206 4'-0" PERIMETER 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 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" 1976 PERIMETER 190 2296 220 2560 246 CHASSIS 1032 144 1244 144 1420 144 4'-0" • PERIMETER 988 144 1148 144 1280 144 CHASSIS. 1548 144 1866 144 2130 154 PSF PSF 6'-0" PERIMETER 1482 144 1722 144 1920 144 CHASSIS 2064 149 2488 180 2840 205 8'-0" PERIMETER 1876 144 2296 166 2560 185 Usslok spSEPfi�.jo lY4IE� FOOTING AREAS ARE SHOWN IN SQUARE INCHES. � NO. 1. REQUIRED 14' WIDE REPRESENT WIDTH OF UNIT AT EACH C042077 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND UNEQUAL. USE THE TABULATED WIDS SIDE OF THE MA71NG LINE. HER ARE UES OR THE LARGER FLSECTION TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1.' Exp. 3-31-M3. THE MAXIMUM LENGTH CIVIL It OF CAIIF���� 19 ' TABLE I SUPPORT SCHEDULE - 30 10' WIDE SOIL BEARING SUPPORT SUPPORT REQUIREDREQUIRED CAPACITY SPACING LOCATION PIER FOOTING CAPACITY AREA PSF ROOF LOAD - 12' WIDE REQUIRED. REQUIRED PIER FOOTING CAPACITY AREA 16" EAVE 14' WIDE REQUIRED REQUIRED PIER . FOOTING 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 6'-0" PSF PERIMETER' 1800 260 2040 294 2244 323 CHASSIS 2064 298 2488 359 2840 410 8'-0" PERIMETER 2400 346 2720 392 2992 431 CHASSIS 1032 144 1244 144 1420 144 PERIMETER 1200 144 1.360 144 1496 144 CHASSIS 1548 149 1866 180 2130 205 1500 6'-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 1441866. 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 1 WESSIOp,II 5�����OSEPyFFycy� � j�0 NOTES: PQ` 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. N0. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH C042077 2. SIDE OF THE MATING UNE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED FOR THE LARGER FLOOR SECTION WIDTH. VALUES TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Exp. 3-31-2004 3. THE MAXIMUM LENGTH CIV11. OFC 20 TABLE I SUPPORT SCHEDULE - 40 PSF ROOF LOAD - 16" MAX. EAVE WIDE 12' WADE 14' WIDE SOIL BEARING SUPPORT SUPPOLREQUIRED REQUIRED REQUIRED REQUIRED FOOTING REQUIRED REQUIRED PIER FOOTING CAPACITY SPACING LOCATIFOOTING AREA PIER CAPACITY AREA CAPACITY AREA 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 CHASS�S 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 CHASSIS 2064 198 2484 238 2835. 272 8'-0" 2899 PERIMETER 278 3299 317 3633 349 CHASSIS 1032 144 1242 144 1418 144 4'-0"1650 PERIMETER 1450' 144 144 1817 144 CHASSIS 1548 144 1863 144 2126 153 6'-0" PERIMETER 2175 PSF PSF 157 .2475 178 2725 196 CHASSIS 2064 149 2484 179 2835 204 8'-0" PERIMETER •2899 209 3299 238 .3633 262 ` r QROfESSlopu oy�`^ NOTES:-. L �pSEPyF �P 1. REQUIRED FOOTING AREAS ARE- SHOWN IN SQUARE INCHES. NO. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH USE THE TABULATED C042077 SIDE OF THE MATING UNE. WHERE UNIT WIDTHS ARE UNEQUAL, VALUES FOR THE LARGER FLOOR SECTION WIDTH. Ev. :�.it 2ao4 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. CIVIL fr'ITEor CAUEO�`��� 21 TABLE I SUPPORT SCHEDULE - 60 PSF ROOF LOAD - 16'" MAX. EAVE 10' WIDE 12' WIDE 14' WIDE SOIL BEARING SUPPORT SUPPORT REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED PIER REQUIRED FOOTING CAPACITY SPACING LOCATION PIER FOOTING PIER CAPACITY FOOTING AREA CAPACITY AREA CAPACITY AREA CHASSIS 1032 149 1244 180 1420 206 4'-0" 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 2'� 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 1866 14-4 2130 154 2000 6'-0" PSF PERIMETER 3024 218 3450 249• 3800 274 CHASSIS 2064 149. 2488 180 2840 205 8'-0"4032 PERIMETER 291 4600 332 5000 360 • r QROFESSIDpA� Py �. F -,DOSE NOTES o 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. NO. UNIT WIDTHS 10' WIDE,12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH C042077 2. SIDE OF LINE. EREUNITSECTION HS ARE UNEQUAL, USE THE TABULATED H THE LARGER FLO VALUES LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 3. THE MAXIMUM CIVIL �gIEOF CAl1F0��� 22 TABLE 1 SUPPORT SCHEDULE - 80 PSF ROOF LOAD - 16" -MAX. EAVE 10' WI!REQUIRfED ' WIDE 14' WIDE SOIL BEARING SUPPORT SUPPORT REQUIRED REQUIRED FOOTINGPIER REQUIRED REQUIRED FOOTING CAPACITY SPACING LOCATION PIER OTIN AREA CAPACITY AREA CAPACITYAREA CHASSIS 1032 149 1244 180 1420 206 4'-0" PERIMETER 2500 360 2880 415 3184 460 CHASSIS 1.548 223 1866 269 2130 308 1000 6'=0" PSF PERIMETER 3775 554 4320 622 4776 690 CHASSIS 2064 298 2488 359 2840 .410 8'-0" ' PERIMETER See Note 4 See Note 4 See Note 4 See Note 4 See Note 4 See Note 4 CHASMS 1032 144 1244 144 1420 144 4'-0"3184- 4'-0"2880 PERIMETER 2500 240 277 306 CHASSIS 1548 149 1866 180 2130 205 1500 6'-0-460 PSF PERIMETER 3775 363 4320 415 4776 , 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 PSF 6'-0" PERIMETER 3775 272 PSF 4320 311 4776 344 CHASSIS 2064 149 2488 180 2840 205 8'-0" PERIMETER See Note 4 See Note 4 See Note 4 See Note 4 See Note 4 See Note 4 r Q�OFESSIOp,� y�f �pSEPyej NOTES: FOOTING AREAS ARE SHOWN IN SQUARE INCHES. NO. 1. REQUIRED 14' WIDE REPRESENT WIDTH OF UNIT AT EACH C042077 2. UNIT WIDTHS 10' WIDE, 12' WIDE. AND UNIT UNEQUAL. USE THE TABULATED SIDE OF THE FLOOR N WIDTH. ARE VALUES FOR THE LARGER WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Ev. 1 t� 3. THE MAXIMUM LENGTH .TO PERIMETER SUPPORT SPACING 6'-0" O/C-CIVIL sj�jf 4. THE MAXIMUM OF CAUFO�a TABLE II RIDGE BEAM SUPPORTS — 20 PSF ROOF LOAD EXAMPLE DIAGRAM r SPAN FOR SUPPORT 'A' SPAN FOR SUPPORT 'C ii • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE a m RIDGE BEAM RIDGE BEAM RIDGE BEAM "A' SUPPORT 'B' SUPPORT 'C' SUPPORT h PSF ROOF LOAD SUPPORT (POUNDS 10' WADE SOIL 10' Cgpps(F'(TY NG MAXIMUM FOOTING (1000) BEARING WALL . SPAN FOR SUPPORT 'B' 13'-0" 288 10'-6" n 9'-6" 24 • 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 — 20 PSF ROOF LOAD SUPPORT (POUNDS 10' WADE SOIL 10' Cgpps(F'(TY NG MAXIMUM FOOTING (1000) 12'. WIDE MAXIMUMREQUIRED 14' WIDE MAXIMUM FORNG 13'-0" 288 10'-6" 288 9'-6" 288 2000 1500 13'-0" 192 10'-6" 192 9'-6" 192 2000 13'-0" 144 10'-6" 144 9'-6" 144 1000 16'-0" 360 13'-0" 360 12'-0" 360 2500 1500 16'-0" 240 13'-0" 240 12'-0" 240 2000 16'-0" 180 13'-0" 180 12'-0" 180 1000 25'-6" 576 21'-6' 576 19'-0' 576 4000 1500 25'-6" 384 21'-6" 384 19'-0" 384 2000 25'-6" 288 21'-6" 288 19'-0" 288 1000 32'-0' 720 26'-6' 720 24'-0" 720 5000 1500 32'-0" 480 26'-6" 480 24'-0' 480 2000 32'-0" 360 26'-6" 360" 24'-0" 360 1000 38'-6" 864 32'-0" 864 28'-6" 864 6000 1500 38'-6" 576 32'-0" 576 28'-6" 576 2000 38'-6" 432 32'-0' 432 28'-6" 432 1000 --- --- 43'-0' 1152 37'-6" 1152 8000 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. QItoFESS10p,�� �P 10 NO. 2. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. C042077 3. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, WIDTH OF UNIT AT EACH USE THE TABULATED Eig• 3-31-2004 VALUES FOR THE LARGER FLOOR SECTION WIDTH. 4. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. CIVIC '[or cruEa��� 24 I TABLE II RIDGE BEAM SUPPORTS - 30 PSF ROOF LOAD 3 i 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 Q SPAN FOR SUPPORT 'A' SPAN FOR SUPPORT 'C' LOAD SUPPORT OUNDS) SOIL CAPACITY m BEARING RIDGE BEAM RIDGE BEAM 1 WALL SUPPORT 'A' SUPPORT 'C' i7 9'-6" 288 8'-0" 288 BEARING WALL MATING RIDGE SEMI 288 SUPPORT PER UNE SUPPORT 'B' ' TA8LE III. 2000 SPAN FOR SUPPORT "B" 144 8'-0" • 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:�DOSEPyIr % 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 0 . 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH NO. SIDE OF THE MATING UNE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED 0042077 VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 59. 3-31-2004 CIVIL " 25 TABLE II RIDGE BEAM SUPPORTS - 30 PSF ROOF LOAD SUPPORT OUNDS) SOIL CAPACITY 10' WIDE M( PA) FOR�IAG T) t 12' WIDE MAXIMUM FOOTINGO (FEET AREA 14' WIDE MAXIMUM REQUIRED (FEET AREA 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:�DOSEPyIr % 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 0 . 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH NO. SIDE OF THE MATING UNE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED 0042077 VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 59. 3-31-2004 CIVIL " 25 C 3 r TABLE it RIDGE BEAM SUPPORTS - 40 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'. N. - TO FIGURE THE SPAN THAT A PARTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) TABLE II RIDGE BEAM SUPPORTS - 40 SPAN FOR SUPPORT "A' SPAN FOR SUPPORT 'C' X Q SUPPORT (ON PUDS) SOIL 10' WIDE MAXIMUM REQUIRED CAPACITY �NFOOTINGFEE (F)I, m BEARING RIDGE BEAM RIDGE BEAM I WALL SUPPORT "A' SUPPORT 'C' h 5'-6" 288 a G BEARING WALL MATINRIDCE BEAM SUPPORT PER UNE SUPPORT 'B' ;o I TABLE Ill. SPAN FOR SUPPORT 'B' t2 - RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3"-0'. N. - TO FIGURE THE SPAN THAT A PARTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) TABLE II RIDGE BEAM SUPPORTS - 40 PSF ROOF LOAD SUPPORT (ON PUDS) SOIL 10' WIDE MAXIMUM REQUIRED CAPACITY �NFOOTINGFEE (F)I, 12' WIDE MM EQD FRSPA (TARE 14' WIDE MAXIMUM FOOTING F AREA 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 NOTES: .-�,� o - - •, f• j '`^ 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' NIDE REPRESENT WIDTH OF UNIT AT EACH NO. SIDE OF THE MATING UNE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED C042077 VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. EqL 3-31-2144 26 TABLE II RIDGE BEAM SUPPORTS - 60 PSF ROOF LOAD EXAMPLE DIAGRAM 27 SPAN FOR SUPPORT 'A' SPAN FOR SUPPORT 'C' x THAT ARE GREATER THAN 3"-0". BEARING RIDGE BEAM RIDGE BEAM I WAW SUPPORT 'A' SUPPORT 'C' h 7MATING SOIL 10' WIDE BEARING MAXIMUM RE(�UIRED CAp SFITY $PAT F AREAL 12' WIDE MAXIMUM REQUIRED (FEET) F AREAL BEARING WALL RIDGE BEAM UNE SUPPORT 'B' SUPPORT PER 1O TABLE III. SPAN FOR SUPPORT 'B" n 2000 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 -PARTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) TABLE II RIDGE BEAM SUPPORTS - 60 PSF ROOF LOAD SUPPORT OUNDS� SOIL 10' WIDE BEARING MAXIMUM RE(�UIRED CAp SFITY $PAT F AREAL 12' WIDE MAXIMUM REQUIRED (FEET) F AREAL 14' VIDE MAXIMUM REQUIRED (FEET F AREAL 1000 5'-4i") 288 4'-6" 288 4'-0" 288 2000 1500 15'-4" 192 4'-6" 192 4'-0" 192 2000 5'-4" 144 4'-6" 144 4'-0" 144 1000 10'-8" 576 9'-0" 576 8'-0" 576 4000 1500 10'-8" 384 9'-0" 384 8'-0" 384 2000 10'-8" 288 9'-0" 288 8'-0' 288 1000 16'-0" 864 13'-6" 864 12'-0" 864 6000 1500 16'-0" 576 13'-6" 576. 12'-0" 576 2000 16'-0" 432 13'-6" 432. 12'-0" 432 1000 21'-4" 1152 18'-0" 1152 16'-0" 1152 8000 1500 21'-4" 768 18'-0" 768 16'-0" 768 2000 21'-4" 576 18'-0" 576 16'-0" 576 1000 26'-8" 1440 22'-6" 1440 20'-0" 1440 10000 1500 26'-8" 960 22'-6" 960 20'-0" 960 2000 26'-8" 720 22'-6" 720 20'-0" 720 1000 32'-0" 1728 27'-0" 1728 F 24'-0" 1728 12000 1500 32'-0" 1152 27'-0" 1152 24'-0" 1152 2000 32'-0" 864 27'-0" 864 24'-0" 864 NOTES•�� 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT 1MDTHS 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 DOSE Py 5 QROFESSION,� F y O NO. C042077 VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Eq- 3-31-2004 VIL IE FI CAI 27 c 3 r 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 PARTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO ADJACENT SUPPORTS (SEE EXAMP E DIAGRAM ABOVE) TABLE II RIDGE SPAN FOR SUPPORT 'A" SPAN FOR SUPPORT 'C' PSF ROOF LOAD BEARING RIDGE BEAM RIDGE BEAM tO WALL SUPPORT 'A' SUPPORT 'C' ih 4000 8'-5" BEARING WALL MATING RIDGE BEAM SUPPORT PER UNE SUPPORT 'B" i I TABLE III. SPAN FOR SUPPORT 'B" 6'-3" 576 • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING UNE THAT ARE GREATER THAN 3"-0". • TO FIGURE THE SPAN THAT A PARTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO ADJACENT SUPPORTS (SEE EXAMP E DIAGRAM ABOVE) NOTES: � SOS E PH F j cy�� 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES.. 2. UNIT WIDTHS 10' WIDE, 12' VIDE, AND 14' WADE REPRESENT WIDTH OF UNIT AT EACH NO. SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED C042077)* 1 VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RA710 FOR FOOTING PADS IS 2.5:1. Eq. 3-31-2004 TABLE II RIDGE BEAM SUPPORTS - 80 PSF ROOF LOAD SUPPORT �PEARING OUNOS� SOIL 10' WIDE QU CAPACITY (`1•F00F0) M(FEAET�M FO RENG 12' WIDE M(FEETTM F ARnEAGD 14' WIDE MAXIMUM (FPEA S F REAG 4000 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 NOTES: � SOS E PH F j cy�� 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES.. 2. UNIT WIDTHS 10' WIDE, 12' VIDE, AND 14' WADE REPRESENT WIDTH OF UNIT AT EACH NO. SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED C042077)* 1 VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RA710 FOR FOOTING PADS IS 2.5:1. Eq. 3-31-2004 TABLE III - SUPPORTS AT MATING LINE BEARING WALL - 30 PSF ROOF LOAD EXAMPLE DIAGRAM 3 r C r Se m I .L. .L. .L. .L. .L. MATING UNE H CLEAR SPAN � LOAD SPAN MATING UNE BEARING WALLS SUPPORT OUNS� SOIL CSF LEGL ® = MATING LINE BEARING WALL SUPPORTS PER TABLE III BELOW. CC = RIDGE BEAM SUPPORTS PER TABLE II. "L" = SUPPORT SPACING PER 'TABLE III BELOW. NOTES* ���P�� SOS E Py j'oy� 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. 69. 3-31-2004 29 TABLE III RIDGE BEAM SUPPORTS - 30 PSF ROOF LOAD SUPPORT OUNS� SOIL CSF 10' WIDE SUPPORT REQUIRED �GOI (FEET) ARE. 12' WIDE REQUIRED SANG OOIG(ACNGOTG AREA 1 14' WIDE FNDD O(P) FEETAREA 2000 1000 4'-6" 288 4'-0" 288 3'-6" 288 1500 4'-6" 192 4'-O" 192 3'-6" 192 2000 4'-6" 144 4'-0" 144 3'-6" 144 2500 1000 6'-0" 360 5'-0" 360 4'-6" 360 1500 6'-0" 240. 5'-0" 240 4'-6" 240 2000 6'-0" 180 5'-0" 180 4'-6" 180 4000 1000 9'-6" 576 8'-0" 576 7'-0" 576 1500 9'-6" 384 8'-0' 384 7'-0" 384 2000 9'-6" 288 8'-0" 288 7'-0" 288 5000 1000 12'-0" 720 10'-0" 720 9'-0" 720 1500 12'-0" 480 10'-0" 480 9'-0" 480 2000 12'-0" 360 10'-0" 360 9'-0" 360 6000 1000 14'-0" 864 12'-0" 864 10'-6" 864 1500 14'-0" 576 12'-0" 576 10'-6" 576 2000 14'-0" 432 12'-0" 432 1 10'-6" 432 NOTES* ���P�� SOS E Py j'oy� 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. 69. 3-31-2004 29 TABLE III - SUPPORTS AT MATING LINE BEARING WALL - 40 PSF ROOF LOADS C r C EXAMPLE DIAGRAM X Q m 1 MATING UNE :2 CLEAR SPAN SUPPORT PD (OUNS) �o SPAN MATING UNE BEARING WALLS 10', 12',-14' WIDE SUPPORT SCREQUIRED OING (FEET) AREA 4000 LEGEND: ®= MATING UNE BEARING WALL SUPPORTS PER TABLE III BELOW. M = RIDGE BEAM SUPPORTS -PER TABLE II. V= SUPPORT SPACING PER TABLE III BELOW. ABLE III MATING LINE WALL SUPPORTS — 40 PSF R00 SUPPORT PD (OUNS) SOIL BEARING P CAPC 10', 12',-14' WIDE SUPPORT SCREQUIRED OING (FEET) AREA 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: ���soSEP f 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. E.T. 3-31-2414 ,.. CIVl1.i 30 .1 BLE' III - SUPPORTS AT MATING LINE BEARING WALL - 60 & 80 PSF ROOF LOAD EXAMPLE DIAGRAM 3 C h 7 m MAnNG UNE h CLEAR SPAN I CLEAR L 'fi'—SPAN—fi x � i0 I MATING UNE BEARING WAUS e7 OING F TRDSRFIOD AREA ® = MATING UNE BEARING WALL SUPPORTS PER TABLE III BELOW. CC = RIDGE BEAM SUPPORTS PER TABLE II. "L" = SUPPORT SPACING PER 'TABLE III BELOW. TABLE III RIDGE BEAM SUPPORTS - 60 PSF ROOF LOAD SUPPORT (PUNS SOIL BEARING CAPACITY (PF) 10' WADE 12' WIDE 14' WIDE PPREQUIRED A00NG (FEE SUPPORT (ACING FEET OING F TRDSRFIOD AREA AGTG (FEE) OOTNG AREA 4000 10.00 5'-4" 576 4'-6" 576 4'-0" 576 1500 5'-4" 384 4'-6' 384 4'-0` 384 2000 5'-4" 288 4'-6" 288 4'-0" 288 TABLE 111 .RIDGE BEAM. SUPPORTS - 80 PSF ROOF LOAD SUPPORT POUNDS SOIL C�PSFSTM 10' WIDE 12' WIDE 14' WIDE SPACING FE ItyG FBEARING. S DOOEAG ��)1 QQUU SUPPORT FOOTINGD (FEET) AREA SUPPORT . (FEET) FOOTINGD AREA 4000 1000 4'-3' 576 3'-6" 576 3'-0" 576 1500 4'-3" 384 3'-6" 384 3'-0" 384 2000 4'-3` 288 3'-6" 288 3'-0" 288 NOTES:�-3 -_• ne 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 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. Eig. �i1=241D4 CIVIL --.- 31 31 APPROVEDSEQUAL FIELD.. TYPE 15 OR INSTALLED, EXTENDING MINIMUM ON EACH SIDE OF UNIT G FACTORY. INSTALLED SHINGLES ----1 —maw— (2) (2) LAYERS 15/ FELT--' OR APPROVED EQUAL FACTORY INSTALLED I�2- - BOLTS W/ WASHI 2 MIN. FROM TOP OF RIDGE BEAM. FOR SPACING AND BOLT CLUSTER REQUIRED OVER SUPPORT POSTS SEE — — U RIDGE BEAM RIDGE BEAM BOLTING DEIAi SEAL JOINT FOR ENTIRE LENGTH WITFLOOR EXTERIOR GRADE CAULKING N ANTO PROHIBIT D WAEQUATER INFILTRATION AIR FIELD INSTALLED W/ (2) 12 GA. x 1 1/4- ROOFING NAILS AT EACH SHINGLE LAST COURSE OF SHINGLES FIELD INSTALLED W/ (4) fp 12 GA. x 11- ROOF NAILS AT EA. SHINGLE. L --AFTER RIDGE BEAM BOLTING, ATTACH 3/8"x 6" (MIN) PLYWOOD CLOSURE STRIP WITH I 6d NAILS AT 6" O/C TO FRIDGE BEAM AND 2) 6d —NAILS TO EACH RAFTER. OR COVER 5' - ACCESS HOLES WITH 30 GA. GALVANIZED METAL 12 - 3.12 ROOF A F IELD D INSTALL 1/2"- BOLTS SMATH WASHERS 48' 0/C O 20 PSF ROOF OR 32"O/C RIDGE 30 PSF ROOF OR 24' O/C O40 PSF BEAM OOF OR 16' O/C O 60/80 PSF ROOFS o o o o WHEN RIDGE BEAM SUPPORT POSTS ARE ON ONE SIDE OF < ONLY. A BOLT CLUSTER IS REQUIRED AS SHOWN. FOR a 4 O/C QUANTITY Y OFRIGHT. SEE TABLE OR RIDGE BEIAM NAL SUPPORTNP POSTS TYPICAL WALL STUDS f TYPICAL FLOOR B" DIA. x 5- G SCREW N BEA .IC NGS_ 30 O/C — 20 P.S.F. 20' 0/C — 30 P.S.F. FW DETAIL - 20 LAG SCREW CLUSTER TABLE I CLUSTER PATTERN MAXIMUM SPAN OR ADJACENT SPAN 20 P.S.F. 30 P.S.F. 1 SCREW 2 SCREWS 4 SCREWS 6 SCREWS B SCREWS 10 SCREWS 5'-0' 3'-6' 0' 7'-0'' 20'-0" 14'-0' 30'-0" 21'-0" 40'-0' 28'-0' 50'-0' 35'-0- NOTE: 1. 1LLAG SCREW CLUSTER REQUIRED ONLY WHEN RIDGE BEAM SUPPORT POSTS ARE ON ONE SIDE OF C L 2. LAG SCREW SPACING IN CLUSTER TO BE 2TO 4' 0/C B P.S.F. AND 30 P:S.F. ONLY BOLTS 25'-6' BOLT CLUSTER TABLE I I CLUSTER MAXIMUM SPAN OR ADJACENT SPAN PATTERN 20 P.S.F. 30 P.S.F. 40 P.S.F. 60 P.S.F. 80 P.S.F- NOTES - DECKING 1. All CLOSE—UP MATERIAL SHALL BE SUPPLIED BY THE MANUFACTURER. FLOOR 2. AS AN ALTERNATE TO ROOFING NAILS. 1'x1'x16 GA. STAPLES MAY BE USED TO SECURE THE STANDARD ASPHALT SHINGLES AND RIDGE SHINGLES. 3. ALL BOLTS & LAG SCREWS SHALL CONFORM TO ASTM SPEC. A-307 OR EQUAL 4. FOR ELECTRICAL GROUNDING BETWEEN SECTIONS, USE STAR WASHERS AT BOTH ENDS OF THE 1- BOLT ON AT LEAST ONE OF THE BOLTS BETWEEN EACH/ CONNECTED SECTION. .1/2"» BOLTS THROUGH 5 �. LAG SCREWS OR BOLTS IN A CLUSTER PATTERN MAY BE OUTRIGGERS ^--' MATING ANGLES AT SPACED UP TO 8' O/C PROVIDED THAT 2. 0/C TO 4' 0/C e1 ENDS OF OUTRIGGERS AyERAQ SPACING IS MAINTAINED THROUGHOUT THE CLUSTER. IERHAILL FOR ALTERNATE FLOOR CONNECTION W/ WASHERS. (SEE USING LAG SCREWS .SEE DETAIL � NOTE #4 AT RIGHT) 2 1 BOLT 12'-9" W-10- 5'-0' 5'-0" 3'-10- 2 BOLTS 25'-6' 17'— 8" 9'-11" W-11' 7'-9' 3 BOLTS 38'-3' 26'— 7' --- --- --- 4 BOLTS --- 35'— 5" 19'-10' 19'-10' 15'-6" --- 29'—B" 29'—B" 6 BOLTS --- --- --- 39'-7' 39'-7" 31'-0' 8 BOLTS M07E� i. BOLT CLUSTER REQUIRED ONLY WHEN RIDGE BEAM SUPPORT POSTS ARE ON ONE SIDE OF C L BE 1/2' (MIN.) WITH WASHERS AT EACH END. 24 2. BOLTS SHALL r NO. C042077 EO.3-m--201 "'SET—UP INSTRUC=A014 FLOOR AND R CLOSE—UP DET fff D. HOLT DATE 12-20-94 10 (2) LAYERS 15i FELT= OR APPROVED EQUAL FACTORY INSTALLED 8d NAILS AT 6. 0/0- (2) 2x3 RAFTER RAILS 1j2' DIA BOLTS W/ WASHERS 2 MIN. FROM TOP OR BOTTOM OF RIDGE BEAM OR 3/8' LAG SCREWS. FOR SPACING AND BOLT CLUSTERS REQUIRED OVER SUPPORT POSTS SEE AFTER RIDGE BEAM 82ATTACH ' (MIN) 1 CLOSURE STRIP WITH 6d NAILS AT 6' 0/C TO 2x3 RAFTER RAIL AND :(2) 6d NAILS TO EACH RAFTER. RIDGE BEAM RIDGE CLOSE - UP DETAIL - 4:12 ROOF STANDARI 7/16' APA RATED 24/16 SHEATHINGfB' UNIT SHIPPED LOOSE, INSTALLED WITH LONG DIMENSION PERPENDICULAR TO MATING UNE W/ 6d NAILS O 6' 0/C TYPICAL ROOF TRUSS 'C' UNIT FIELD. BOLTING QUANTITIES PER 2 1/8' MIN 2 x BLOCKING � �— (FACTORY INSTALLED) TYPICAL TAG UNIT TRUSSES AT 16' OR 24' O/C TAG UNIT MATING WALL ti 12 E A SECTION - TRANSITION FROM "B" TO "C" NO S: TAGS} 1, ALL CLOSE-UP MATERIAL SHALL BE SUPPLIED BY THE C T MANUFACTURER. 2. AS AN ALTERNATE TO ROOFING NAILS, 1'xt'xi6 GA. STAPLES FACTORY INSTALLED MAY BE USED TO SECURE THE STANDARD ASPHALT SHINGLES TEMPORARY WEATHER AND RIDGE SHINGLES. PROOFING MTL FOR 3. ALL BOLTS do LAG SCREWS SHALL CONFORM TO ASTM SPEC. PROTECTION DURING A-307 OR EQUAL TRANSIT B STORAGE -UP DETAIL TYPICAL TO DETAIL 'B' EXCEPT AS. NO. 'va C042077 ry 01/23/03 0A1 "SET-UP INSTRUCTIONS" 20 PS 80 PSF ROOF 30 PS 80 PSF CLOSE-UP DETAILS 40 PS 12 mm of D. HOLT un 1-23-03 S— r aEM BY T. MCGUIRE 7/16' APA RATED 24/16 SHEATHING - (2) LAYERS TYPE 15 FELT OR ASPHALT RIDGE SHINGLES FIELD INSTALLED W/ (2) SHIPPED LOOSE, INSTALLED WITH LONG DIMENSION PERPENDICULAR TO BLOCKING APPROVED EQUAL FIELD INSTALLED, EXTENDING 6' .12 GA. x 1 1/4" ROOFING W/ 6d NAILS O 6'; 0/C MINIMUM ON EACH SIDE NAILS AT EACH SHINGLE OF UNIT CENTERLINE LAST.000RSE OF SHINGLES FIELD INSTALLED W/ (4) 12 ROOF SHEATHING GA. X 1 1/4' ROOFING NAILS AT EACH SHINGLE GABLE TRUSS FACTORY INSTALLED SHINGLES --1 (2) LAYERS 15i FELT= OR APPROVED EQUAL FACTORY INSTALLED 8d NAILS AT 6. 0/0- (2) 2x3 RAFTER RAILS 1j2' DIA BOLTS W/ WASHERS 2 MIN. FROM TOP OR BOTTOM OF RIDGE BEAM OR 3/8' LAG SCREWS. FOR SPACING AND BOLT CLUSTERS REQUIRED OVER SUPPORT POSTS SEE AFTER RIDGE BEAM 82ATTACH ' (MIN) 1 CLOSURE STRIP WITH 6d NAILS AT 6' 0/C TO 2x3 RAFTER RAIL AND :(2) 6d NAILS TO EACH RAFTER. RIDGE BEAM RIDGE CLOSE - UP DETAIL - 4:12 ROOF STANDARI 7/16' APA RATED 24/16 SHEATHINGfB' UNIT SHIPPED LOOSE, INSTALLED WITH LONG DIMENSION PERPENDICULAR TO MATING UNE W/ 6d NAILS O 6' 0/C TYPICAL ROOF TRUSS 'C' UNIT FIELD. BOLTING QUANTITIES PER 2 1/8' MIN 2 x BLOCKING � �— (FACTORY INSTALLED) TYPICAL TAG UNIT TRUSSES AT 16' OR 24' O/C TAG UNIT MATING WALL ti 12 E A SECTION - TRANSITION FROM "B" TO "C" NO S: TAGS} 1, ALL CLOSE-UP MATERIAL SHALL BE SUPPLIED BY THE C T MANUFACTURER. 2. AS AN ALTERNATE TO ROOFING NAILS, 1'xt'xi6 GA. STAPLES FACTORY INSTALLED MAY BE USED TO SECURE THE STANDARD ASPHALT SHINGLES TEMPORARY WEATHER AND RIDGE SHINGLES. PROOFING MTL FOR 3. ALL BOLTS do LAG SCREWS SHALL CONFORM TO ASTM SPEC. PROTECTION DURING A-307 OR EQUAL TRANSIT B STORAGE -UP DETAIL TYPICAL TO DETAIL 'B' EXCEPT AS. NO. 'va C042077 ry 01/23/03 0A1 "SET-UP INSTRUCTIONS" 20 PS 80 PSF ROOF 30 PS 80 PSF CLOSE-UP DETAILS 40 PS 12 mm of D. HOLT un 1-23-03 S— r aEM BY T. MCGUIRE MARRIAGE LINE GENERAL NOTES_ FLOOR DECKING 2 x 6 RIM JOIST 1. THESE INSTRUCTIONS SHALL BE FOLLOWED FOR FLOOR CONNECTION AND ELECTRICAL GROUNDING ACROSS MATING LINES WHEN CHASSIS MATING ANGLES ARE NOT FACTORY INSTALLED. FLOOR SEALER TO PREVENT INFILTRATION 2. WHERE MATING ANGLES ARE INSTALLED ON ANY TWO OUTRIGGERS THAT ARE ALIGNED ACROSS CENTERLINE, IT IS PERMISSABLE TO GROUND THE CHASSIS IN ACCORDANCE 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 5' MIN. LAG SCREWS O 16'0/C (ALTERNATE SIDES AS SHOWN) TYPICAL OUTRIGGER (MATING ANGLES NOT REQUIRED) 1 4 FLOOR CONNECTION REQUIRED AT EACH MATING LINE JA MARRIAGE LINE FLOOR DECKING 2 x 6 RIM JOIST 7 \��O EPyF��i �P 10 NO. 0042077 E* 1-51 2004 CIVIL OFCAIIF�� SOLDERLESS LUG I FOR ALTERNATE GROUNDING . CONNECTION, SEE GENERAL #8 BARE COPPER WIRE NOTE / 2. WAM ALTERNATE FLOOR CONNECTION pool tow 20 PSF 30 PSF _ TYPICAL OUTRIGGER 4 mm BY ag G. BUE 3-28-96 S— � 2 GROUND CONNECTION REQUIRED AT EACH MATING LINE B FLOOR KIEL FACTORY NO SHALL BE - FACTORY FA FATILLED INSTALLED! OPTIONAL QUICK USED ON THE QUICK INSWATER WATERLINES 1 DISCONNECT DISCONNECT DEVICE. ONES I FLOOR FLOOR CE MATING MATING JOINT JOINT (SUPPLY). GAS CONNECTOR. WATER CROSSOVER FLEX SHUTOFF VALVE, SUPPLIED BY MANUFACTURER FLEXIBLE PLASTIC WATER CONNECTOR SUPPLIED BY THE MANUFACTURER (MUST REQUIRED 'WHEN QUICK REMOVE' DUST CEN PIPING CONNECTED DIRECTLY THROUGH SWIVEL CONNECTOR BE LISTED FOR EXTERIOR USE) DISCONNECT CAPS BEFORE 6 AND COUPLING 6 6 IS USED CONNECTING WATER LINE CROSSOVER JA ALTERNATE WATER LINE CROSSOVER B GAS LINE CROSSOVER IC NOTE- NOTE. DRAIN UNE TUB OR TUB/SHOWER COUPLING WITH DRAIN UNE TEST TO BE TEST TO BE CONDUCTED ADJUSTABLE CONDUCTED AFTER ASSEMBLY AFTER ASSEMBLY. STRAINER AND SCRALTEW CLAMP SCREW CLAMP ATE, FLOOR PER NOTE # 6 BELOW. INTERIOR PARTITION SWIVEL ADAPTER ABS COUPLING W/T APPROVED SOLVENT COLORS COUPLING WITH ADJUSTABLE MUST MATCH FLOOR SCREW CLAMPS STUBBED ADJUST FALL TO 1/4' PER FOOT 1\• VENT UNE MIN. (1/8' PER FOOT IF THERE IS A CLEANOUT AT UPPER END OF LOOSE SECTION) OUTLET I DRAIN SECTION (ONE ONLY) SANITARY TEE I APPROVED COUPLING WITH ^—� Y 1\ OR 2' PIPE COUPLINGS ADJUSTABLE SCREW CLAMPS TO MAIN DRAIN 1\' PIPE STUBBED UNE COLORS MUST MATCH LOOSE DRAIN SECTION ----i 'P'— TRAP DRAIN UNE THE P—TRAP COVER INSULATION W UNION SEE 'NOTES FOR DETACHED DRAIN ASSEMBLY' BELOW 8 O B SHALL BE SHIPPED LOOSE 6 FIELD INSTALLED "P - TRAP" IF DRAIN, LINE CROSSOVER ID1 TYPICAL DETACHED DRAIN ASSEMBLY E FACTORY NOTES FOR DETACHED DRAIN ASSEMBLY - DETAIL "E" INSTALLED CPVC 1. ABS PLASTIC PIPE FITTINGS AND JOINTS.* USE SOLVENT 5. SUPPORT DRAIN LINE(S) BY FACTORY INSTALLED PLUMBERS TAPE OR PLASTIC STRAPS A 48' O/C MAX. WRAP LOOSE END OF PI2PE do ELBOWS EACH SIDE OF CEMENT SPECIFICALLY MANUFACTURED FOR USE IN ABS PLASTIC PIPE CONNECTIONS. APPLY IN ACCORDANCE WITH'*STRAP AROUND PIPE AND NAIL TO FLOOR JOIST OR FASTEN TO MATING LINE. MANUFACTURERS INSTRUCTIONS. SOLVENT SHALL COMPLY CHASSIS WITH SELF—TAPPING SCREW. ASSURE PROPER SLOPE -8 WITH ASTM D 22351 OR NSF -14-1985. PER FOOTWWH RE FACTORY IARD OUTLET OF DFC EANOUTOOT MIN. OIS 1/8' MIN. , 2. ALL JOINTS AND CONNECTIONS SHALL BE CORRECTLY PROVIDED AT UPPER END OF DRAIN LINE. ASSEMBLED FOR TIGHTNESS. PLASTIC PIPE SHALL BESHIP INSERTED TO THE FULL DEPTH OF THE SOCKETS OF 6. PERFORM DRAIN LINE 'FLOOD LEVEL TEST' AFTER ASSEMBLY 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 FILED 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 ESS BOWL (TUB do SHOWER DRAINS SHALL BE PLUGGED). AFTER ALL BEEN RELEASED, THE TEST SHALL BEALT. CPV G THAN 18' UNRESTRICTED CLEARANCE DIRECTLY IN FRONT TRAPPED AIR HAS SUSTAINED FOR NOT ESS THAN 15 MINUTES WITHOUT EVIDENCE WATER CROSSOVER - WAIN "SET-UP INSTRUCTIONS" OF 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 UNOBSTRUCTED MINIMUM CLEARANCE OF 12' DIRECTLY IN BOWL SHALL THEN BE TESTED AND SHOW NO INDICATION OF PLUMBING FRONT OF THE OPENING. LEAKAGE WHEN THE HIGH FIXTURES ARE FILLED WITH WATER & EMPTIED SIMULTANIOUSLY TO OBTAIN THE MAXIMUM POSSIBLEBr pug BAA � FLOW IN THE DRAIN PIPING. D. HOLT 12-15-94 4-24-02]S-1,31 T FACTORY INSTALLED 14"- COLLAR FOR CROSSOVER DUCT FURNACE MIXING BOX PER DET. Q (FIELD INSTALLED) v TFRNATE_ � AIR SUPPLY PER DET. (FIELD INSTALLED) �nccnvFR - DOWNFI FURNACE SEALED COMBUSTION OR ELECTRIC 14'- FLEX DUCT PI I SHIPPED LOOSE AND FIELD INSTALLED. i (TO BE SUPPORTED FROM EVERY GROM- MET W/ BAILEY WIRE) 14"x10"x10'OR14"x1Y ' Y GALVINIZED & INSULATED W/ R-4 MIN. SHIPPED LOOSE AND FIELD INSTALLED. 10'- OR 12*- FLEX DUCT— SHIPPED LOOSE AND FIELD INSTALLED. 16 TYPICAL GROMMET CONNECTION 10'- OR 12'- FLEX DUCT SHIPPED LOOSE AND FIELD INSTALLED (R-4 MIN... TYP.) STANDARD HEAT DUCT FACTORY INSTALLED FLOOR HEAT REGISTER - ME ONLY FACTORY INSTALLED DUCT MATERIAL FACTORY INSTALLED 6'- COLLAR FACTORY INSTALLED 6'- FLEX DUCT, LISTED MIN. R-4 SHIPPED LOOSE, FIELD INSTALLED 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) OX DETAIL Fram mer at 16 __A 016 MIN. GALV. OR ALUM. MIXING BOX INSULATED W/ R-4 MIN. ATTACH FLEX DUCTS TO. 2) 10"- OR 12'— COLLARS (ONE EACH SIDE) W/ TYP. COLLARS. ATTACH OTHER END OF FLEX DUCT TO TYP. HEAT DUCT PER 14 1: "SET—UP INSTRUCTIONS" MECHANICAL 16 quti er D. HOLT eA1112-20-94 S-14 JUNCTION BOX P P TO N N CIRCUITS G G P N G CROSSOVER FOR ONE CIRCUIT TO N CIRCUITS G JUN BOX CROSSOVER FOR TWO CIRCUITS AND WIRING DIAGRAMS FOR CROSSOVE P1 II 11 II 1I LISTED COMBINATIONI i II METERBASE 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 tj GROUNDING ELECTRODE ___Hj CONDUCTOR FROM SERVICE EQUIPMENT TO GROUNDING ELECTRODE SYSTEM. WIRE SIZE PER THE FOLLOWING: SERVICE: 100 AMP — 9 64COPPER 125 AMP — / COPPER 150 AMP — I► 4 COPPER 200 AMP — IT 4 COPPER JUNCTION BOX HATH METAL COVER PLATE FACTORY INSTALLED P P N � G FLEX CONNECTOR, LOCK NUT AND PLASTIC BUSHING FLEX CONNECTOR TO BE GROUNDED ON SITE MAIN HOT NARES GROUND WIRE FLOOR FLEX ELECTRICAL CONDUIT HARED AND SPLICED PER DIA— GRAMS AT LEFT. MAIN PANEL iv DISTRIBUTION PANEL II r-1..1-1 JUNCTION BOX SPLICES TO BE MADE W/ APPROVED CONNECTORS. J -BOX SIZING: 100 AMP -4 -x10 -x10 FLEX ELECTRICAL I +- 200 AMP -4 -x10 -x12 To J PANELIBOX. PARK SPLICE CONNECTORS REQUIRED FOR 100 AMP SERVICE AND LARGER. FOR 50 AMP SERVICE, A PLUG—IN CORD IS PROVIDED GENERAL NOTES: 1, breHyl DO NOT PROVIDE ELECTRICAL POWER UNTIL THE GROUNDING ELECTRODE SYSTEM IS INSTALLED & CONNECTED. S AN 2 ELECTRODE ENCASED BY AT ELECTRODE ONE APPROVED ATLEAST . OF CONCRETE. T LOCATED 'WITHIN AND NEAR THE BOTTOM OF A CONCRETE FOUNDATION OR FOOTING THAT IS IN DIRECT CONTACT WITH THE OF ONE OR ORE BA EARTH, OR ZINC GA VANIZED OR OTH RCONSISTING OF AT LEAST 20EELECTR CALLY CONDUCTIVE COATED STEEL REINFORCING BARS OR RODS OF NOT LESS THAN 1/2- DIAMETER, OR CONSISTING OF AT LEAS 20 FEET OF BARE COPPER CONDUCTOR NOT SMALLER THAN -NUMBR 4 OR OTHER APPROVED ROUNDING SYSTEMS PER. 250EAND 250-83 OFTHE NEC. 3. MAIN , PANEL WITH R BOX SHALL NOT BE INSTALLED ON HOMES WITH METAL SIDING. LCONDUIT RACEWAY w FITTING FOR CONNECTING CONDUIT FROM METER BASE TO BE INSTALLED ON SITE °RASO "SET—UP INSTRUCTIONS' ELECTRICAL B B aur Of D HOLT DAN12-16-94S-15 C MAIN PANEL ASSEMBLY ID B FACTORY INSTALLED HARDBOAR OR PLYWO SIDING TYPICAL TRUSSES ENDWAU BELOW FASCIA AIL - 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 G 12 FASCIA SPLICE AT RIDGE 1x3x7' SPLICE BLOCK FIELD INSTALLED TO FASCIA WITH (4) 6d NAILS MIN. EACH SIDE OF SPLICE 2x8 FASCIA OR 10 RAFTER RAIL (UNDER HARDBOARD FASCIA) 6 FASCIA SPLICE AT RIDGE E — LI%r .moi 'IELD INSTALL 2' LENGTH OF AP SIDING )VER < INTER- .00KING WITH TIDING UNDER- VEATH. )GE BEAM ITHOUT NOTCH ,R OVERHANG) SCIA SPLICE LD APPLIED R DETAIL lu ;6 OUTLOOKERS ;TENDED 32' MIN FROM ENDWALL ACTORY INSTALLED) 0 x 0 0 A FACTORY INSTALLED HARDBOARD OR PLYWOOD SIDING FIELD INSTALLED WOOD BATTEN WITH 8d NAILS AT 12' 0/C CAULK OR SEAL AT EDGES (TYPICAL) .FACTORY INSTALLED HARDBOARD OR PLYWOOD SIDING 8 =c NOTES: 1 EXPOSED TO WEATHER NERS FSHALL EBEZ NC COATED BY HOT -DIP GALVANIZED ZINC, MECHANICALLY DEPOSITED ZINC OR ELECTRODEPOSITED ZINC. FASTENERS MANU- FACTURED FROM ALUMINUM ALLOY WIRE OR OTHER NOT REQUIRE ALLOYS EXPOSED TO PROTECTIVE COATINGS. THE WEATHER DO 2, ALL CLOSE-UP MATERIAL SHALL BE SUPPLIED BY THE MANUFACTURER. 16 D 0 Q0.0FfSS10 SSE �JOSEPyF�I" jj0 ip NO. C042Dn Exp. 3:31-201 CIVIL 110MO aura "SET-UP INSTRUCTIONS" WALL & ROOF -CLOSE-UP DETAILS _ ;�w lif CAN S-16 D. MOLT 12-21-94 BELT RAIL. REMOVE FACTORY - INSTALLED POLY- ETHYLENE SHEATHING FLOOR JOISTS TYp. STUDS A T II n It TYP. BOTTOM PLATE EXTERIOR WALL FRAMING FACTORY INSTALLED HARDBOARD SIDING TYPICAL TOP PLATE �=CAULKING TYP. STUDS AT 16' 0/C FIELD INSTALLED HARDBOARD BATT ETFIVOI MNBLLLDW/I. R INSULATION. OR 'H" FLASHING 'FIELD INSTALLED HARDBOARD SIDING W/ 1 ENTIRE OPENING SHALL 6d CORROSIVE RE- SISTANT NAILS AT 6' 0/C BE COVERED W/ POLY- I ETHYLENE SHEATHING EDGES AND FIELD. DURING TRANSIT AND HE--- FIELD INSTALLED H SKIRTING (MAY BE REMOVED PRIOR TO K ATTACHMENT OF 11 ONE PIECE) B HARDBOARD. A WALL OPENING TYp. TOP PLATE FACTORY INSTALLED II EXTERIOR SIDING I- TYP. BLOCKING AT ALL II GYPSUM BOARD JOINTS np, STUDS j 11 FIELD INSTALL 5/16' GYP. AT 16' 0/C 11 BD,W/ CONT. BEAD OF P.V.A. GLUE AT ALL FRAM- 11 ING MEMBERS & ATTACH --u-- TYP. BOTTOM 11 W/ 3f16'x1'x19' GA. STAP EDGES & FIELD II AT 6 O/C AND NOT LESS THAN 1/4' + C II II FROM SIDES & ENbS QB II 1/2' GYP. BD. W/ E6 x B It SCREWS COOLER .0988 � SHANK x I NAILS OR . FIELD INSTALL GYPSUM - BOARD (MATCH EXISTING) 11 1{• LONG x 19/64" HEAD PER DETAIL 11 RING SHANK NAILS AT (AT LEFT) --y_ 7' O/C EDGES AND FIELD AND NOT LESS THAN 3/8' FROM EDGES & ENDS. 24 ncG-Ilp jDI.DETAIL FACTORY INSTALLED GYPSUM BOARD - 8 ", OSEPyF NO. 0042077 C3 E* i:X== mm "SET-UP INSTRUCTIONS WALL CLOSE-UP DETAILS . wt< krl BY D. HOLT 12-22-9LS- TYPICAL WALL FRAMING W/ STUDS -n--�r� OPENING IN AT 16' 0/C II II WALL FOR FIELD I I INSTALLATION OF ELECTRICAL It METER BASE, I z ETC... I It II n� o II 3 II 11 'o CAULKING FIELD INSTALLED HARDBOARD 11 11 It SIDING W/ 6d CORROSIVE AGESAANDNT NFIELD AILS AT 6' 0/C HARDBOARDLL --u-- TYP. BOTTOM BAITS g' PLATE 24 + C B D E T A I L EXTERIORANUFACTURED L NO e• 1 ALL FASTENERS MFROM STEEL MA RE SHALL BE ZINC COATED BY CLOSE-UP CLOSE - EXPOSED TO WEATHER HOT -DIP GALVANIZED .ZINC, MECHANICALLY DEPOSITED OR ELECTRODEPOSITEO ZINC. FASTENERS MANU- ZINC FACTURED FROM ALUMINUM ALLOY WARE OR OTHER EXPOSED TO THE WEATHER DO ��- �I NON-FERROUS ALLOYS NOT REQUIRE PROTECTIVE COATINGS. I 2. ALL CLOSE-UP MATERIAL SHALL BE SUPPLED BY THE MANUFACTURER. FACTORY INSTALLED GYPSUM BOARD - 8 ", OSEPyF NO. 0042077 C3 E* i:X== mm "SET-UP INSTRUCTIONS WALL CLOSE-UP DETAILS . wt< krl BY D. HOLT 12-22-9LS- FLAT OUTLOOKERS 7/16 O.S.B. 2 x 6 OUTLOOKER 1 x 3 R.S. SCREEN (FACTORY INSTALLED x 6 R.S. ' TFACTORY INSTALLED) MAIN UN IT STEP FLASHING (5' HIGH) 7/16 O.S.B H FLAT OUTLOOKERS 1 x 3 R.S. ROOF CONNECTION PER i 2 x 6 OUTLOOKER (FACTORY INSTALLED) DORMER TRUSS W/ VERTICAL SCREEN WEBS O 16' O.C.Ba �rWALL CONNECTION PER 77 V MAIN UNIT TRUSSES OVER TAG UNIT MAIN UNIT 1AG UNR FLOOR CONNECTION PER ?FACTOR1fS SET—UP MANUAL MARRIAGE WALL INSTALLED) Z STEP FLASHING (5- HIGH) NTS 2:1 TRIPLE WIDE SECTION VIEW A ROOF CONNECTION B ROOF CONNECTION - DETAIL C NOTES: ESSio TOESCREW /10x4- SCREWS AT 24'O.C.j�OSE lye �1�P CPQ` N0. 11 C042077 2 x 6 FLAT MAIN UNIT TAG UNIT EXTERIOR WALL SIDEWALL E* 3-31— CIVIL CAUEO� WALLI��EED ITU 2 2 x 4'S () SIMPSON A -35'S W/ 12 a�sde 6D x 1 1/2' NAILS ra Fl\m er wa INSTALLED ON SITE TO _ TOP AND MIDDLE TAG 29 _OF SIDEWALL TO MAIN UNIT SIDEWALL INTERSECTION. TAG ENDWALL ST DS o ,s'1C. Rowim DETAILS INTERCONNECTION 20 30,40,E 60.60 PS 2:1 2:1 HOMES WA., irfS-18 ALL CONNECTION D ALT. WALL. CONNECTION E�'12/18/90 W'M TAG UNIT DE AIL RAILING wo By MNM pcA rows ALL o $-19 Homs TIEDOWN SYSTEM GENERAL NOTES: 1. THE TIEDOWN SYSTEM SHOWN CONSISTING OF STEEL STRAPS, FLOOR BUCKLES AND GROUND ANCHORS IS ONE ACCEPTABLE METHOD / ANCHORAGE. ALTERNATES TO THESE METHODS. MATERIALS, CHASSIS SPACINGS, ETC... MAY BE USED PROVIDED THEY MEET THE LOAD SPACINGS. APPROVED TIE-DOWWI STRAP WRAPPED \ U MAIN BEAM CAPACITY REQUIREMENTS SPECIFIED IN NOTE 2 BELOW AND ARE AROUND ABEAM �OR � TO IQ �� LISTED AND CERTIFIED Y A PROFESSIONAL ENGINEER E ARCH - IIECT AND APPROVED BY THE LOCAL ENFORCEMENT AGENCY. PER DETAILS 2. ALL GROUND ANCHORS, STEEL STRAPS, AND CONNECTIONS SHALL BE CAPABLE OF RESISTING AN ALLOWABLE WORKING LOAD OF APPROVED SUPPORT PER FOOTING PER 9 AT LEAST 3150 LBS. PLUS A 50X OVERLOAD (4725 LBS.) WITHOUT DRAWING ^ 1„ FAILURE. ALL ANCHORING EQUIPMENT SHALL BE CERTIFIED BY A 1 _50? {��-%� PROFESSIONAL ENGINEER OR ARCHITECT AS TO ITS CAPACITY REST THE FORCES SPECIFIED ON ANGLE OF 591, 1 WLATION�AN SOIL TYPE NACCORDANCE WITH ASTM 953BASED APPROVED illimillilm STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL & SEALS. GROUND ANCHOR _ SOIL TYPE AT HOME LOCATION SHALL MEET OR EXCEED THE ANCHORING EQUIPMENT MANUFACTURERS REQUIREMENTS. EMBED ANCHOR PER �-'GENERAL 3. HORIZONTAL WIND PRESSURE a 15 PSF. NOTE / 6. 12 JAI 4. NO PORTION OF THE TIE -DOWN EXTENDING BEYOND THE T I E - D O W N D E T A I L VERTICAL PLANE OF AN EXTERIOR WALL OF THE HOME SHALL BE ABOVE THE GROUND. \ 1 5. ALL ANCHORING EQUIPT. EXPOSED TO WEATHER SHALL HAVE A HEAVE SUFFIC 1T LENGTH OF TIE -DOWN STRAP THROUGH \ 1 TOP B� TOP SLOT OF BUCKLE THEN DOWN THROUGH THE BOTTOM / SLOT OF RESISTANCE TO WEATHER DETERIORATION AT LEAST EQUAL TO THAT PROVIDED BY A COATING OF ZINC ON STEEL OF NOT LESS SLOT OF BUCIOf. THEN BACK UP THROUGH THE TOP BUCIQE, I& THAN 0.30 OUNCES PER SO. FOOT OF SURFACE COATED. ALL SLOT OF THE BUCKLE FOR A SECOND TIME AS MAW BEAY-BUCK �2/ SEE STEEL STRAPPING SHALL BE AT LEAST 1 1/4* WIDE x .035' THICK SHOWN N FIGURE B-1. Q PER � TYPE 1, FINISH B, GRADE 1 STEEL, do CERT. BY A PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING TO ASTM D3953-91 6. GROUND ANCHORS SHALL BE INSTALLED TO THEIR FULL DEPTH, WRAP THE TIE -DOWN STRAP AROUND THE MAN BEIM B2 THEN THROUGH THE TOP SLOT OF THE BUCKLE FOR MAN BOTTOM EMBEDDED BELOW FROST UNE, AND AT LEAST 12' ABOVE THE THIRD TWE AS SHOWN N FIGURE B-2 THEN BEAM SOT -y THE WATER TABLE. STABILIZER PLATES SHOULD BE INSTALLED BUCKLE TO PROVIDE ADDED RESISTANCE. EXTEND THE TIE -DOWN STRAP DOWN TO THE GROUND ANCHOR HEAD AND CONNECT PER DETAIL B-2 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 STRAP ALTERNATIVE SYSTEM THAT MEETS THE DESIGN LIVE LOAD HM- D S (PORTANT TO REMOVE ALL SUCK FROM REQUIREMENTS OF THE LOCAL ENFORCEMENT AGENCY, THE LOAD THE SYSTEM AROUND THE MAN BEAM ASSEMBLY.PROTECT STRAPS AGAINST SHARP CO�HIERS OF I -BEAN CAPACITY REQUIREMENTS IN NOTE 2 ABOVE, AND IS SIGNED BY CUT A PIECE OF STRAPPING TO WRAP AROUND THE I -BEAM B — A PROFESSIONAL ENGINEER OR ARCHITECT. ANY SUCH SYSTEM USED MUST COMPATIBLE WITH THE GOLDEN WEST HOMES BEFORE THE TEDOWN STRAP IS WRAPPED AROUND THE BEAM. LONGITUDINAL FLOOR CONSTRUCTION. TIE - DOWN- STRAP T O M A I N B E A M D E T A I L B /j�� pyDIEsS►o, C1 C2 C3 C4 �\53�,��OSEPHEjo� C042077 G ONCE FULLY ALIGN INSERT THE TENSION BOLT INTO USE A 15/16' SOCKET OR OPEN END TO HOLD BOLT UNDER TENSION WHI E REPOSITIONINTENSIONED, E* kjlaM THE ANCHOR HEAD AND ATTACH WRENCH TO MAKE AT LEAST FOUR THE 15/16' SOCKET OR WRENCH, PLACE AN OPEN END THE SQUARE NECK OF THE BOLT CIVIL �1?Of THE NUT LOOSELY. THEN INSERT COMPLETE TURNS ON BOLT UNTIL WRENCH ON THE 5/8' SQUARE SHOULDER OF THE BOLT. WITH SQUARE HOLE N ANCHOR CAITOV THE STRAP INTO THE SLOTTED STRAP IS NAT. THEN REPOSITION THE 15/16' SOCKET OR WRENCH TO HEAD AND TIGHTEN THE HEX NUT. WAUS TYPICAL 20 PSF SHANK OF THE TENSION BOLT FACILITATE THE FINAL TENSIONING THIS WILL DRAW THE TWO TO- AS SHOWN. AFTER STRAP IS INSERTED THROUGH THE SLOT, GETHER AND LOCK THE SYSTEM INTO Its FINAL POSITION. TIE -DOWN DETAILS 30 PSF 40 PSF PSF 80 P _ BEND IT UP AT 90P.160 e WAN ae D. HOLT o 5-23-95 aft TM OAX11-25-99 S— 20 TI E - DOWN STRAP TO GROUND ANCHOR DETAIL C LONGITUDINAL TIE DOWN BRACKET IS INSTALLED IN PLANT. ALT BRACKET MAY BE INSTALLED ON SITE PROVIDED THAT THE CAPACITY IS RATED FOR 3150 LBS WORKING LOAD AND INSTALLED PER BRACKET MANUFACTURE'S ENDWALL INSTRUCTIONS. FLOOR 1 -BEAM r INSTALL ONE 1 APPROVED TIE- / DOWN STRAP AT EACH END OF. H EACH FLOOR SECTION 45 DE MAX 0 W APPROVED ANCHOR WITH ANCHOR TO BE IN LINE WITH STRAP SINGLE TENSIONING HEAD UNLESS APPROVED STABILIZER PLATE OR COLLAR IS INSTALLED FOR 45' MAX. ANGLE, 'W MUST BE GREATER OR EQUAL TO 'H'. INSTALLATION OF LONGITUDINAL TIE DOWNS USE (1) LONGITUDINAL ` TIE DOWN AT EACH END OF EACH SECTION PLAN VIEW A SECTION® B SECTION 4'-6"I 1 ®--�_ C SECTION I I I A 9.-0 L_ — J 9'-O' A I B C 1 ----------- 1 T r 1 r� rf�J MAX 'A' 'B' 'C' 13'-6' 1 SINGLE WIDE DOUBLE OR TRIPLE WIDE LONGITUDINAL TIE .DOWN REQUIREMENTS jivVESS10it MAIN I -BEAM � BRACKET IS 11gD. STEEL MIN.�OSEPHF.jl� � Oc- 3• N0. i 1/2'11 C042077 a. EV. 3-31-2004 FULL WIDTH WELDS 1/8. OR THICKNESS OF BRACKET CMI �El7f j31 (MIN). CAIIF�R��� LONGITUDINAL TIEDOWN ' STRAP BRACKET DETAIL 1. NOTES: LONGITUDINAL REFER TO NOTES ON PAGE S-20 FOR STRAPPING AND TIEDOWN ANCHORING SPECS. REQUIREMENTS DRAWN BY' TM WIND :ONES �e T4 DASE 11/29/99 1 only G► REy; HOMES S-21 U ° ROOF CLOSE-UP APPLICATIONS TAG WITH STANDARD GABLE n D. HOLT Q1h12-27-94 S'-30 INSTALL SHINGLES UP TO NSTALL RIDGE PULL BACK FACTORY INSTALLED FELT RIDGE NTH (4) STAPLES SHINGLES OVER - TO EXPOSE ACCESS FOR RIDGE BEAM (2) LAYERS FELT, FIELD OR NAILS PER SHINGLE RIDGE BEAM WITH BOLTING. WHEN FINISHED INSTALL 30 GA. INSTALLED OVER AND --- (1) STAPLE OR GALV. METAL OR PLYWOOD ACCESS EXTENDING 6' MINIMUM 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' EXP FACTORY INSTALLED NOT FFEFASTENING SHINGLES USE .�. SHINGLES ��� 1'x12 GA. GALV. ROOFING NAILS OR 1'x1'x16 GA. STAPLES FIRMLY EMBEDDED S .8. (2) LAYERS FELT, FIELD N PLASTIC ASPHALT 1 INSTALLED AND CEMENT ` EXTENDING 6' FIELD INSTALL RIDGE SHINGLES OVER RIDGE OVER MATING JOINT. SAME AS PULL BACK U ° ROOF CLOSE-UP APPLICATIONS TAG WITH STANDARD GABLE n D. HOLT Q1h12-27-94 S'-30 --- FACTORY INSTALLED VALLEY ROLL ROOFING S/ ��� . , ALL EXPOSED EDGES OF SHINGLES TO BE FIRMLY EMBEDDED N PLASTIC ASPHALT 1 CEMENT ` PULL BACK FACTORY INSTALLED FELT 36' WIDE, 90S ROLL ROOFING UNDERLAYMENT TO EXPOS FIELD INSTALLED OVER VALLEY; (4) STAPLES OR ACCESS FOR RIDGE BEAM LAPPED UNDER FACTORY NAILS PER SHINGLE BOLTING. WHEN FINISHED INSTALLED ROLL ROOFING 12' AS SHOWN INSTALL 30 GA. GALV. METAL OR AND FULLY CEMENTED AT LAP. PLYWOOD ACCESS STRIP OVER INTERWEAVE FIELD INSTALLED SHINGLES HOLES. ROLL FELT BACK TO (2) LAYERS OF FELT, LAPPING TO MATCH FACTORY INSTALLED SHINGLES, 2. JOINT AND ATTACH WITH FACTORY INSTALLED FELT 6' STARTING AT BOTTOM AND WORKING TO STAPLES OR NAILS. ° AND FULLY CEMENTED AT LAP. RIDGE AS SHOWN 24 ROOF CLOSE - UP DETAILS TAG WITH STANDARD GABLE A U ° ROOF CLOSE-UP APPLICATIONS TAG WITH STANDARD GABLE n D. HOLT Q1h12-27-94 S'-30 PULL BACK FACTORY INSTALLED FELTRIDGE INSTALL SHINGLES UP TO WITH (4) STAPLES INSTALL RIDGE SHINGLES OVER TO EXPOSE ACCESS FOR RIDGE BEAM (2) LAYERS FELT, FIELD OR NAILS PER SHINGLE RIDGE BEAM.WITH BOLTING. WHEN FINISHED INSTALL 30 GA. INSTALLED OVER AND (1) STAPLE OR GALV. METAL OR PLYWOOD ACCESS EXTENDING 6" MINIMUM 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' fXp FACTORY INSTALLED � FOR �FASTENING SHINGLES USE SHINGLES ���� 11`02 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) -X i PULL BACK FACTORY INSTALLED FELT 36" WIDE, 50/ MIN. ROLL ROOFING SITE APPLIED SHINGLES UNDERLAYMENT TO EXPOS FIELD INSTALLED OVER VALLEY, (4) STAPLES OR WOVEN OVER THE VALLEY 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 2� STAPLES OR NAILS. AND FULLY CEMENTED AT LAP. RIDGE AS SHOWN v 24 annc rri ncc _ i ID nFTeu c Al TCDAIATr VAI i w JAI NO. C042on R CIVIL or C11UfC� ° ROOF CLOSE-UP APPLICATIONS ALTERNATE VALLEY °' D. HOLT ah12-28-94 S-31 PULL BACK FACTORY INSTALLED FELT TO LIFT FIRST COURSE OF THE FACTORY EXPOSE ACCESS FOR E INSTALLED SHINGLES TO FACILITATE THE EAVE CONNECTIONS FELT OVER EAVE INSTALLATION OF AND VENT FLASHING AND 5%16' MINIMUM INTER—WEAVING WITH EAVE SHINGLES FACTORY PLOD INSTALLED SHEATHING SHINGLES �1 all S7 ASPHALT CEMENT --� FIELD INSTALL MOULDED AROUND PIPE AT (2) LAYERS OF TYPE 15 FLASHING CONTACT SURFACE. —SOF STEN SHINGLES W/ 1�"x 12 GA SHINGLES THAT OVERLAY FELT UNDERLAYMENT (ALT: RUBBER GASKET)74�Xl GALV ROOFING NAILS OR 1 x I x THE FLANGE TO BE FIRMLY FULLY CEMENTED BETWEEN 16 GA. STAPLES. EMBEDDED IN PLASTIC LAYERS WITH PLASTIC — SHINGLES SHALL BE CLASS "C" ASPHALT CEMENT. ASPHALT CEMENT FIELD INSTALL EAVE SHINGLES WORKING WIND RESISTANT OR BETTER METAL DRIP EDGE TOWARD FACTORY INSTALLED SHINGLES DIRECTLY ON DECK WITH (4) FASTENERS PER SHINGLE PER 2 C. 12 \v� 1 MFR S. INSTALLATION INSTRUCTIONS A ROOF CLOSE — UP APPLICATIONS VENT PIPE AT ADD — ON E A ADD—ON EAVE INSTALLATION TABLE HOLD ROOF SHEATHING AND SHINGLES ROOF LOAD SHINGLES AND UNDERLAYMENT BACK FROM OUTSIDE FACE OF SIDEWALL 20 PSF 1 30 PSF 40 PSF 60 PSF. 80 PSF 3/8' SHEATHING (GRAIN PERPINDICUTAR I 10 EXTEND UNDERLAYMENT OUT 24' TO24" 16" 16" TO TRUSSES) W/ 6d NAILS O 6" 0/C I 36' FROM TH15 POINT (TO END OF FASCIA) MAXIMUM EAVE MAXIMUM MAXIMUM MAXIMUM PERIMETER, EDGES. AND FIELD. I AND FOLD BACK FOR TRANSIT. PROTECT PROJECTION MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAXIMUM I UNROOFED PORTION W/ POLYETHYLENE 1 x 3 LEDGER Na 8x2 M No. 8x2 Na 8x2 No. 8x2 ,J COVER FOR TRANSIT AND STORAGE SCREWS SCREWS SCREWS SCREWS DRIP EDGE PER SHINGLE MFR'RS. CONNECTION AT 8'o C AT 6"o C[(2 AT 6'o C AT s'o C INSTALLATION INSTRUCTIONS I �� TRUSSES O 16" 0/C 3 7 16 x 3 7 16 x3 No. 8z 3 Na Bx I (ALT: 24' 0/C FOR 20 PSF ROOF ONLY) 1 x 4 RAIL 5'x15CA 1. S'x15GA WOOD 2 WOOD 1 x 3 LEDGER TO RAFTER RAIL I CONNECTION STAPLESSTAPLES SCREWS SCREWS 1FASTENED PER TABLE AT RIGHT I I�F�q TEN SHINGLES W/ 1�"x"12 GA. 2 x 6 EAVE 24' O C 16" 0/C 18' 0//C 18' 0 C 1 x 4 RAIL FASTENED TO GALV ROOFING NAILS OR 1 x 1 x BLOCK SPACING MAXIMGM MAXIMUM MAXIMUM MAXIM M BLOCKS PER TABLE AT RIGHT I I � 16 GA. STAPLES. 1' x 24 GA. STRAP O EA. BLOCK — SHINGLES SHALL BE CLASS O Q10FFSSIOy�, W/ (7) 7/16" x 1" x 16 GA STAPLES I WIND RESISTANT OR BETTER S�SpSEPyF�4h,� EACH END OF STRAP t _ 1 x B MINIMUM RAFTER RAIL 2 x 8 FASCIA TO BLOCK W/ N0. (3) 16d NAILS SIDEWALL 0042077 2 x 6 EAVE BLOCKS SPACED f'� 1-31-2004 PER TABLE AT RIGHT 2 x 4 BLOCKS BETWEEN SAVE BLOCKS O 48. 0/C (EVERY THIRD BAY) FOR 16 CIVIL EAVE, AND 24 0/C(EVERY BAY) FOR Of CAlIFB 1/2� HARDBOARD SOFFIT W/ 6d NAILS 24' EAVES. FASTEN 2X8 EAVE BLOCKS O 6 0/C PERIMETER, EDGE, do FIELD. TO EACH END AI 2X4 BLOCKS W/N (SITE6d noon SEAL. CAULK, ETC. JOINT BETWEEN MAX. EAVE END OR TOE—NAILED. FASTEN (0 N—SITE) �w0 ROOF CLOSE—UP 30 PSF 40 PSF SOFFIT AND . ETC. LL 2X4 BLOCKS TO 1 x 3 LEDGER WITH APPLICATIONS PROJECTION (3) 18 X 2\" WOOD SCREWS. ADD—ON EAVE 60 PSF 80 PSF PER TABLE 8 aur er D. HOLT a>E 2-8-95 • S_ 35 AT RIGHT A arrw er — an — A D D — 0 N E A REMAINDER OF THE VENT FLASHING — GALV. SHINGLE COURSES METAL OR MINIMUM 501 ROOFING MATERIAL OR SHALL BE LAID OVER UPPER PORTION TYPICAL APPROVED FLLAFSH NG FLANGE ROOF JACK. AS SHOWN S7 ASPHALT CEMENT --� FIELD INSTALL MOULDED AROUND PIPE AT (2) LAYERS OF TYPE 15 FLASHING CONTACT SURFACE. —SOF STEN SHINGLES W/ 1�"x 12 GA SHINGLES THAT OVERLAY FELT UNDERLAYMENT (ALT: RUBBER GASKET)74�Xl GALV ROOFING NAILS OR 1 x I x THE FLANGE TO BE FIRMLY FULLY CEMENTED BETWEEN 16 GA. STAPLES. EMBEDDED IN PLASTIC LAYERS WITH PLASTIC — SHINGLES SHALL BE CLASS "C" ASPHALT CEMENT. ASPHALT CEMENT FIELD INSTALL EAVE SHINGLES WORKING WIND RESISTANT OR BETTER METAL DRIP EDGE TOWARD FACTORY INSTALLED SHINGLES DIRECTLY ON DECK WITH (4) FASTENERS PER SHINGLE PER 2 C. 12 \v� 1 MFR S. INSTALLATION INSTRUCTIONS A ROOF CLOSE — UP APPLICATIONS VENT PIPE AT ADD — ON E A ADD—ON EAVE INSTALLATION TABLE HOLD ROOF SHEATHING AND SHINGLES ROOF LOAD SHINGLES AND UNDERLAYMENT BACK FROM OUTSIDE FACE OF SIDEWALL 20 PSF 1 30 PSF 40 PSF 60 PSF. 80 PSF 3/8' SHEATHING (GRAIN PERPINDICUTAR I 10 EXTEND UNDERLAYMENT OUT 24' TO24" 16" 16" TO TRUSSES) W/ 6d NAILS O 6" 0/C I 36' FROM TH15 POINT (TO END OF FASCIA) MAXIMUM EAVE MAXIMUM MAXIMUM MAXIMUM PERIMETER, EDGES. AND FIELD. I AND FOLD BACK FOR TRANSIT. PROTECT PROJECTION MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAXIMUM I UNROOFED PORTION W/ POLYETHYLENE 1 x 3 LEDGER Na 8x2 M No. 8x2 Na 8x2 No. 8x2 ,J COVER FOR TRANSIT AND STORAGE SCREWS SCREWS SCREWS SCREWS DRIP EDGE PER SHINGLE MFR'RS. CONNECTION AT 8'o C AT 6"o C[(2 AT 6'o C AT s'o C INSTALLATION INSTRUCTIONS I �� TRUSSES O 16" 0/C 3 7 16 x 3 7 16 x3 No. 8z 3 Na Bx I (ALT: 24' 0/C FOR 20 PSF ROOF ONLY) 1 x 4 RAIL 5'x15CA 1. S'x15GA WOOD 2 WOOD 1 x 3 LEDGER TO RAFTER RAIL I CONNECTION STAPLESSTAPLES SCREWS SCREWS 1FASTENED PER TABLE AT RIGHT I I�F�q TEN SHINGLES W/ 1�"x"12 GA. 2 x 6 EAVE 24' O C 16" 0/C 18' 0//C 18' 0 C 1 x 4 RAIL FASTENED TO GALV ROOFING NAILS OR 1 x 1 x BLOCK SPACING MAXIMGM MAXIMUM MAXIMUM MAXIM M BLOCKS PER TABLE AT RIGHT I I � 16 GA. STAPLES. 1' x 24 GA. STRAP O EA. BLOCK — SHINGLES SHALL BE CLASS O Q10FFSSIOy�, W/ (7) 7/16" x 1" x 16 GA STAPLES I WIND RESISTANT OR BETTER S�SpSEPyF�4h,� EACH END OF STRAP t _ 1 x B MINIMUM RAFTER RAIL 2 x 8 FASCIA TO BLOCK W/ N0. (3) 16d NAILS SIDEWALL 0042077 2 x 6 EAVE BLOCKS SPACED f'� 1-31-2004 PER TABLE AT RIGHT 2 x 4 BLOCKS BETWEEN SAVE BLOCKS O 48. 0/C (EVERY THIRD BAY) FOR 16 CIVIL EAVE, AND 24 0/C(EVERY BAY) FOR Of CAlIFB 1/2� HARDBOARD SOFFIT W/ 6d NAILS 24' EAVES. FASTEN 2X8 EAVE BLOCKS O 6 0/C PERIMETER, EDGE, do FIELD. TO EACH END AI 2X4 BLOCKS W/N (SITE6d noon SEAL. CAULK, ETC. JOINT BETWEEN MAX. EAVE END OR TOE—NAILED. FASTEN (0 N—SITE) �w0 ROOF CLOSE—UP 30 PSF 40 PSF SOFFIT AND . ETC. LL 2X4 BLOCKS TO 1 x 3 LEDGER WITH APPLICATIONS PROJECTION (3) 18 X 2\" WOOD SCREWS. ADD—ON EAVE 60 PSF 80 PSF PER TABLE 8 aur er D. HOLT a>E 2-8-95 • S_ 35 AT RIGHT A arrw er — an — A D D — 0 N E A 12 ROOF CLOSE - UP APPLICATIONS VENT PIPE AT RIDGE DETAIL A NNS. 1. THE ABOVE APPLICATION METHOD MAY BE FACTORY QapfESSIp INSTALLED AT NON—MATING RIDGES. 40SEP/�F h 2. SHINGLES SHALL NOT BE INSTALLED ON A ROOF HAVING A SLOPE LESS THAN 2' IN 12' UNLESS THE MANUFACTURER N0. WARRANTS THE SHINGLE FOR A LESSER SLOPE. C042077 3. SHINGLES ARE TO BE CLASS 'C' WIND RESISTANT OR BETTER. EV. 1 -]t -toot' 4• FOR -FASTENING SHINGLES, USE 1 1/4'x 12 GA_GALV. CIVIL ROOFING NAILS OR 1'x i'x 16 GA. STAPLES ��OFCAUFG� mm" ROOF CLOSE-UP. APPLICATIONS VENT PIPE AT RIDGE DRAW Ff D. HOLT DAR 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 SHIN S OF FELT OVER & EXTENDING 6' MINIMUM EACH SIDE OF Z!�ANDZLi, RIDGE BEAM VENT FLASHING — GALV. HOLE MAY BE CUT METAL OR MINIMUM 50/ IN RIDGE SHINGLE (2) LAYERS TYPE 15 FELT ROOFING MATERIAL FOR VENT PIPE FACTORY INSTALLED I I t— FACTORY INSTALLED SHINGLES HOLE TO BE CUT THROUGH FELT LAYERS FOR VENT PIPE AS REQUIRED . ASPHALT CEMENT SHINGLES THAT OVERLAY �. THE FLANGE TO BE BEDDED MOULDED AROUND PIPE AT IN PLASTIC ASPHALT CEMENT. FLASHING CONTACT SURFACE. (ALT: RUBBER GASKET) 12 ROOF CLOSE - UP APPLICATIONS VENT PIPE AT RIDGE DETAIL A NNS. 1. THE ABOVE APPLICATION METHOD MAY BE FACTORY QapfESSIp INSTALLED AT NON—MATING RIDGES. 40SEP/�F h 2. SHINGLES SHALL NOT BE INSTALLED ON A ROOF HAVING A SLOPE LESS THAN 2' IN 12' UNLESS THE MANUFACTURER N0. WARRANTS THE SHINGLE FOR A LESSER SLOPE. C042077 3. SHINGLES ARE TO BE CLASS 'C' WIND RESISTANT OR BETTER. EV. 1 -]t -toot' 4• FOR -FASTENING SHINGLES, USE 1 1/4'x 12 GA_GALV. CIVIL ROOFING NAILS OR 1'x i'x 16 GA. STAPLES ��OFCAUFG� mm" ROOF CLOSE-UP. APPLICATIONS VENT PIPE AT RIDGE DRAW Ff D. HOLT DAR 12-28-94S-40 SITE INSTALLED CHASE NOTES: � EXTENSION, CHIMNEY EXTENSION AND TERMINATION. FOR MINIMUM 1 TEN FOOT RULE SUMMARY ' Q HEIGHT REQUIREMENTS REFER THE MINIMUM CHIMNEY HEIGHT ABOVE THE ROOF IS SPECIFIED ^tet' TO FIREPLACE MANUFACTURERS BY ALL MAJOR U.S. BUILDING CODES. IF THE HORIZONTAL INSTALLATION INSTRUCTIONS AND DISTANCE FROM THE CHIMNEY EDGE TO THE PEAK OF THE ROOF IS LESS THAN 10 FFET, THE TOP OF THE CHIMNEY MUST THE TEN FOOT RULE. SEE NOTES AT RIGHT OF SHEET. BE AT LEAST 2 FEET ABOVE THE PEAK OF THE ROOF PER FIG A -A BELOW. IF THE HORIZONTAL DISTANCE FROM THE CHIMNEY EDGE TO THE PEAK IS GREATER THAN 10 FEET, A CHIMNEY HEIGHT REFERENCE POINT IS ESTABLISHED ON THE ROOF SURFACE 10 FEET HORIZONTALLY FROM THE CHIMNEY EDGE. THE TOP OF THE CHIMNEY MUST BE AT LEAST 2 FEET ABOVE THIS REFERENCE POINT PER FIG. B -B BELOW. IN ALL CASES THE CHIMNEY CANNOT BE LESS THAN 3 FEET '� • ABOVE THE EDGE OF THE ROOF AT THE EGDE OF THE CHIMNEY. s 10'-0" CHIMNEY LESS PEAK OF ROOF o 1 FACTORY INSTALLED EXTERIOR ROOF FIREPLACE CHASE. (13'-8- MAX. TRANSPORTATION HEIGHT FOR SITE -BUILT CHASE OLLOW FIREPLACE MANUFACTURERS FIGURE A—A INSTALLATION INSTRUCTIONS. CHIMNEY 10'-0" PEAK OF ROOF 0 32 ,I ROOF FIGURE B—B EXTERIOR FIREPLACE JAI SITE INSTALLED CHIMNEY EXTENSION AND TERMINATION. FOR MINIMUM HEIGHT REQUIREMENTS REFER 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 WAND CONDITIONS, AT RIGHT OF SHEET. ETC..., MAY REQUIRE A TALLER CHIMNEY TO DRAW PROPERLY. iA All .► at voVESSIO moi. uJ ,.t A A \5���SOSEP/i �O FACTORY INSTALLED CHIMNEY.�P THROUGH ROOF WITH ROOF NO. FLASHING (13"-8" MAXIMUM 0042071 TRANSPORTATION HEIGHT) E* 32L -M CIVIL �I EEOF CAU10 0RA1�0 "SET—UP INSTRUCTIONS" FIREPLACE CHIMNEY INSTALLATION 32 er D. HOLT DAN N12-29-94 S-41 INTERIOR FIREPLACE1611ouM 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/ 8d COOLER OR 'W SITE CONSTRUCTED EXTERIOR SIDING WALLBOARD NAILS OR 1" BUGLE HEAD TYPE SCREWS AT I FIRE OF MANUFACTURED HOME CONNECT WASHER/ DRYER 7' 0/C EDGES AND FIELD. GYP. BD. APPLIED TO EXTERIOR ONE—HOUR WALL fI I UTILITIES AS REQUIRED OF HOME SHALL BE COVERED W/ MINIMUM 3 MIL. POLYETHYLENE REMOVE ACCESS II PER ^ SHEATHING TO PREVENT DAMAGE FROM THE ELEMENTS DURING COVER TO SANITARY II REMOVE ACCESS COVER U7 TRANSIT AND SET-UP). „ TEE AND FIELDOVER WATER LINES, } ELBOW OFF OF FACTORY I�-- --------------------- I II INSTALLED (NSTALL TRAP ARM, II LINES AND I I II "P" -TRAP AND II FIELD INSTALL HOT AND II I 1 � STANDPIPE 11 COLD E OSE BIBBS FOR II DOOR BETWEEN HOUSE AND 11 1 I 11 II GARAGE SHALL BE MINIMUM II I I II I II 1 3/8' THICK SOLID WOOD OR 11 I I 11 I FACTORY INSTALLED II LISTED 20 MINUTE FIRE DOOR I I OPTIONAL SITE -BUILT I I I �� WATER LINES t HATH SELF CLOSER. I II ENTRY IN THIS AREA I 1 II I I PER DETAIL /� II I I FACTORY INSTALLED II 11 1� - WASTE UNE, SANITARY II ALL WALLS ADJACENT 11 �J TT TEE AND VENT THROUGH 11 TO HOME SHALL BE OF 11 = II ROOF 11 ONE HOUR FIRE RESISTIVE 11 II CONSTRUCTION PER LOCAL 11 < II FACTORY INSTALLED 11 ENFORCEMENT AGENCY I 3 11�� 1 ELECTRICAL JUNCTION 11 II o FIELD INSTALL WIRING ill, I BOX ('J' -BOX) I SITE -BUILT WALLS II 1 FROM FACTORY II 11 N INSTALLED 'J' -BOX h� 1 11 11 TO WASHER AND/OR 11 11 II DRYER RECEPTACLE II SITE — BUILT GARAGE II I I ii i _ _____- EXTEND FACTORY 11 I II II INSTALLED GAS 11 II PIPE AND FIELD F II I II 11 11 INSTALL SHUT-OFF II I 11 ----'1 VALVE AS 11 1 REQUIRED FOR cglL_1ri� FACTORY ' .—INSTALLED - - - - - - - - - - GAS DRYER r-ld GAS UNE NOTE% GARAGE SHALL BE SITE __ ++ CONSTRUCTED PER REQUIREMENTS OF THE LOCAL ENFORCEMENT NTE@ 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 SITE — BUILT GARAGE IA UTILITY CONNECTIONS IB OPENING TO 414 NOTES: EXTERIOR WALL OF MANUFACTURED MANUFACTURED m HOME 1. GARAGE MUST BE DESIGNED AND CONSTRUCTED AS TO BE�� HOME =f- - x INDEPENDENTLY SUPPORTED FROM MANUFACTURED HOME (FREE STANDING). ??DVESSIoll �0SEPyE _-1 � II TR IY FIELD 2. THE DESIGN AND CONSTRUCTION OF THE GARAGE AND/011 j0 II I INSTALLED zW ENTRY IS SUBJECT TO THE APPROVAL OF THE LOCAL NO. II r ENTRY ENFORCEMENT AGENCY. C042077 ALL WALLS ADJACENTDOOR TO HOME SHALL BE OF ll 3. SET-UP INSTRUCTIONS REQUIRE THAT THE GARAGE/ENTRY BE ONE HOUR FIRE RESISTIVE II INSTALLED AS PART OF THE ORIGINAL INSTALLATION. Fes. 3-31-2004 CONSTRUCTION PER LOCAL ENFORCEMENT AGENCY Ix < II a S 4. PASSAGE DOOR BETWEEN THE HOUSE AND GARAGE SHALL CIVIL I I NOT COUNT AS ONE OF THE TWO REQUIRED EGRESS DOORS. DOOR BETWEEN HOUSE AND ENTRY/GARAGE SHALL BE SITE 5. OPENINGS FROM THE GARAGE (INCLUDING PASSAGE DOORS). GARAGE SHALL BE MINIMUM CONSTRUCTED PER APPROVAL ARE NOT PERMITTED DIRECTLY INTO A BEDROOM. '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. °iu1N°� D. HOLT °A1o1—o3—as S—jQ PLAN VIEW SITE — BUILT ENTRY AT GARAG SITE -BUILT "CALIFORNIA' GARAGE GABLE TRUSS 2 x 3 MIN RIDGE ROOFING MATERIAL, OVER (2) LAYERS OR CONVENTIONAL 2 x 6 OF j2 CONT. SUPPORT PURLINS TYPE 15 FELT (OR EQ.). OVER 5/16' OR FILL FRAMING OVER FRAMING RIDGE BOARD AT 48" O/C (BEYOND) 3/8" COX PLYWOOD 24/0 INDEX WITH MANUFACTURED HOME FACE GRAIN PERPENDICULAR TO 5/8- TYPE -X- GYP. SIMPSON "LU26- - FRAMING W/ 6d NAILS AT 6" O/C EDGES, BD. FLOOR TO JOIST HANGER 12" O/C FIELD., ROOF SHEATHING VALLEY SHINGLE APPLICATIONS INSTALL PER � g OR v I I ROOF UNE OF IF_ _______ ___ LENGTH VARIES L GENERAL NOTES 12" 8'-0' 8'-0' 8'-0' 12' A. THE HOMES' INSTALLATION MANUAL MUST CONTAIN A LETTER AX. SIGNED BY GOLDEN WEST HOMES' QUALITY CONTROL MANAGER MA . VERIFYING THAT THE HOME (IDENTIFIED BY SERIAL NUMBER) I s HAS BEEN CONSTRUCTED TO ALLOW AN AWNING OR 18" SQUARE x 12' DEEP 6 CARPORT ATTACHMENT. MINIMUM CONCRETE B. ROOF LIVE LOAD - 30 PSF MAXIMUM FOOTING. (TYPICAL ---------- AT EACH POST) ----- x8 DF 2 HDR ----------- 4x8 DF HDR 2- -I C. ALL ACCESSORY COVER CONSTRUCTION SHALL COMPLY WITH LOCAL REQUIREMENTS AND THE 1991 EDITION OF THE UNIFORM ROOF LINE OF (TYPICAL) (TYPICAL) I I BUILDING CODE. CONSTRUCTION AND MATERIALS FOR SUPPORT PIERS/PADS SHALL COMPLY WITH STATE CODES FOR ACCESSORY COVER t y, MANUFACTURED HOMES. ROOF UNE OF THE t +�` � I DD. ALL FASTENERS FOR ACCESSORY COVER SHALL BE GALVAN- MANUFACTURED HOMEI <Uo b Q IZED AND/OR AS REQUIRED BY THE LOCAL BUILDING OFFICIAL. SIDEWALL OF THE I MANUTACTURED i I j o CROSS - SECTION KEY NOTES 2x6 CONTINUOUS LEDGER ATTACHED TO MANUFACTURED HOMEj o Q I 1 HOME 2x8 FASCIA WITH No. 8 x 3" GALVANIZED WOOD I % 1 C4 SCREWS AT 4. 0/C STAGGERED. I a 1 I (2 SIMPSON 'U26' JOIST HANGER .(OR EQUAL) AT EACH RAFTER. I _ _ _ _ _ __ — — — — — — Q APPLY 2x6 BLOCKING BETWEEN RAFTERS AT EACH RAFTER _ o BAY OVER 4x8 HEADER. ENDN((AIL OR TOENAIL EACH END OF BLOCKING TO RAFTERS WITH LS ND zow � 6A 0/COENAII BLOCKING TO HEADER WITH 18d) NAILS A16dIT I w U L� x ® 1/2' APA RATED CCX PLYWOOD 424/0) SHEATHING APPLIED PROVIDE PER SUPPORTS AT 5'-0' O/C o v a '� a W FACE GRAIN PERPENDICULAR 0 FRAMING WITH 8d GALVANIZED BOX NAILS AT 6' 0/C EDGES AND FIELD. PER DRAWING I �i a STAGGER ENDS BETWEEN ADJACENT COURSES. EDGE -NAIL D w Lio PLYWOOD TO 2x6 LEDGER AND 2x8 BLOCKING ABOVE HDR. Alt QS APPLY COMPOSITION ROOFING SHINGLES AND UNDERLAYMENT 44 48 IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS. START AT ACCESSORY STRUCTURE FASCIA AND WORK TOWARD AND INTER -WEAVE W/ FACTORY INSTALLED SHINGLES USING PROPER HEADLAP. P L A N O F A C C E S .S 0 R Y C 0 V E R A 16• 12'-0' MAXIMUM 16' L '-MAXIMUM' MAX. © PERIMETER SUPPORT FOOTINGS: FOR 1500 PSF SOIL USE - (1) 16'x 16'x 4' THICK PAD UNDER EA. SET OF BLOCKS. FOR 1000 PSF SOIL USE (2) 16'x 16'x 4' THICK PADS UNDER EACH 12 SET OF BLOCKS. Z;z_ -= =' MIN. 3 4 Q 2x6 DF No. 2 RAFTERS AT 16" O/C. j ® SIMPSON H4 FROM EACH RAFTER TO 4x8 HEADER I 3 Ij 2 Q9 SIMPSON 'PC44' POST CAP (OR EQUAL) EA. POST TO HEADER. II MANUFACTURED Q 4x8 DF No. 2 HEADER/BEAM HOME FASCIA 7 11 4x4 P.T. DF POSTS AT B' -O' 0/C MAXIMUM SPACING Tfi SIDEWALL OF THE MANUFACTURED 8 ® SIMPSON 'PB44" POST BASE (OR EQUAL) AT EACH POST ---_- CHASSIS PIER SUPPORTS P R G DRAWING HOME FACTORY INSTALLED HARDBOARD SIDING CONC. BLOCK SUPPORT -SEE CROSS SECTION KEY NOTES AT ABOVE RIGHT 0 9 qr 11 FFSSIO,� SEPH�r j No. o C012on PIERS AT 5'-O' O/C 12 6 PER DETAIL CONCRETFOOTING AT * 11 �I E* 3 -3L -20M EACH. POST CIVIL ��� i 'i . N DRAINS ROOF Lo" , ts• :,: :• 1B- so. ACCESSORY COVER 20 PSF 30 PSF _ WAM or D. HOLT DAM -5-25-95 DAM _ S -6O „ ACCESSORY COVER CROSS — SECTION BREMgDRk— CEREBRUM ROOF SECTION AT TRUSS PROFILE FOR TRI PION AT DOUBLEWIDE TRUSS PROFILE 11/20/00 R► rIN—SITE INSTALLED ITEM — SEE SHEET S-62 'SITE INSTRUCTIONS FOR HINGE ROOF CLOSE OFF'. Q_FACTORY INSTALLED ITEM — SEE SHEET S-63 P'FACTORY INSTALLED NOTES'. GENERAL NOTES 1. FOR HOMES WITHOUT 'ALTERNATE` CONSTRUCTION- APPROVAL, FUEL BURNING FURNACE AND WATER HEATER VENTS SHALL NOT BE POSITIONED IN HOME SUCH THAT THEY WOULD EXTEND THROUGH THE HINGED PORTION OF ROOF. 2. FACTORY SHALL PROVIDE PROTECTION FROM WEATHER DAMAGE ON UNROOFED PORTIONS OF HOME DURING TRANSIT AND STORAGE. 3. ALL MATERIALS REQUIRED FOR SITE CLOSE—OFF SUCH AS SHINGLES, SHEATHING, RIDGE BOARD, FASCIA, OUTLOOKERS, BOLTS, ATTIC VENTS, ETC... SHALL BE SUPPLIED BY GOLDEN WEST HOMES AND SHIPPED LOOSE WITH THE UNIT. armms oReM � Manufactudn4 MS HINGED ROOF CLOSE—OFF LP 12 minx er DAMCRB � ww Lm 1-23-97 An acF S-61 NO. 0042077 Ev, kZ--= CIVIL or cwlo�`� WAM ROOF CLOSE-UP APPLICATIONS TAG WITH STANDARD GABLE MAIM BY D. HOLT "'E12-27-94 S-,30 INSTALL SHINGLES UP TO INSTALL RIDGE PULL BACK FACTORY INSTALLED FELTRIDGE WITH (4) STAPLES SHINGLES OVER TO EXPOSE ACCESS FOR RIDGE BEAM (2) LAYERS FELT, FIELD OR NAILS PER SHINGLE RIDGE BEAM WITH STAPLE OR BOLTING. WHEN FINISHED INSTALL 30 GA. GALV. METAL OR PLYWOOD ACCESS INSTALLED OVER AND EXTENDING 6' MINIMUM NAIL ON EA. SIDE NA STRIP OVER HOLES. ROLL FELT BACK EACH SIDE OF RIDGE BEAM AS SHOWN TO RIDGE JOINT AND ATTACH WITH OR NAILS. .5. 0(p_ STAPLES NATE@ FASTENING SHINGLES USE FACTORY INSTALLEDFOR SHINGLES ���, 11'x12 GA. GALV. ROOFING NAILS OR 1'xt'x16 GA. STAPLES S (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 1 OVER JOINT t --- FACTORY INSTALLED VALLEY ROLL ROOFING ALL EXPOSED EDGES OR SHINGLES TO E MLY E BEDDED N PLASTIC ASPHALT CEMENT may• ; . PULL BACK FACTORY INSTALLED FELT 36' MADE, 90/ ROLL ROOFING UNDERLAYMENT TO EXPOS FIELD INSTALLED OVER VALLEY, (4) STAPLES OR ACCESS FOR RIDGE BE 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 A NO. 0042077 Ev, kZ--= CIVIL or cwlo�`� WAM ROOF CLOSE-UP APPLICATIONS TAG WITH STANDARD GABLE MAIM BY D. HOLT "'E12-27-94 S-,30 32 3/8' MAX TYPICAL LISTED CAP TRUSS 12 - 2 1 A 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 TYPICAL MAIN ROOF TRUSS ONCE THE TRUSS IS HINGED UP. 12 ROOF SECTION AT TRUSS PROFILE FOR DOUBLEWIDE A LEGEND, SITE INSTALLED ITEM - SEE SHEETS -62 U.O.N. j CAP TRUSS HINGED TO MAIN TRUSS HATH NYLON . O 'SITE INSTRUCTIONS FOR HINGE ROOF CLOSE OFF'. STRAP ENABLING THE TRUSS TO FOLD DOWN INTO FACTORY INSTALLED ITEM — SEE SHEET S-63 U.O.N. ROOF CAVITY FOR TRANSPORT. 'FACTORY INSTALLED NOTES'. INSTALL TEMPORARY 2X3 STUD GRADE EDGERAIL r.EUEaAL NOTES, TO EACH KINGPOST WITH (1) No. 8 X 3' WOOD SCREW 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. qa— SECURE CAP TRUSS TO MAIN TRUSS W/ (3) 7,16' X 2 1/2' X 15 GA STAPLES FASTEND FROM OTTOM 2.'FACTORY SHALL PROVIDE PROTECTION FROM WEATHER CHORD OF CAP TRUSS INTO TOP CHORD OF MAIN DAMAGE ON UNROOFED PORTIONS OF HOME DURING — TRUSS AS SHOWN. 5 �0 QtavESSIOpq� y TRANSIT AND STORAGE. 3. ALL MATERIALS REQUIRED FOR SITE CLOSE—OFF SUCH AS O REMOVE TEMPORARY EDGERAIL MENTIONED ABOVE AND Pc�`� Fj� �� SHINGLES. SHEATHING. EATHING.ETC.GE SHALL BOARD. FASCPPUED BOOKERS, 2-1/2- X 15 GA STAPLES. OF CAP TRUSS WITH (2) 7/16' X �J� O THE FACTORY AND ' SHIPPED LOOSE HATH . THE UNIT. N0. RM 04�7i16io2 Na _ enaa cwh MISC NOTES FOR 5/12 HINGED ROOF Manufacturing, CLOSE—OFF HBWLP 1B2 mum er eA19 7/3/02 m PSL" S-61..1 S I T E I N S T R U C T 1 0 N S F O R C L O S E — 0 F F G E N E R A L N 0 T E S DOUBLEWIDE INSTRUCTIONS TRIPLEWIDE INSTRUCTIONS 1. ALL MATERIALS REQUIRED FOR SITE CLOSE—OFF SUCH SHINGLES, SHEATHING, FASCIA OUTLOOKERS, BOLTS, ATTIC VENTS, VLASHING, 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 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 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. BOLT RIDGE BEAMS TOGETHER AT O MATING LINES PER INSTALLATION MANUAL SHEET S-11, DETAIL "A". O 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 OUTL06KERS 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. OINSTALL CONTINUOUS 2x8 FASCIA BOARD TO ENDS OF OUTLOOKERS WITH (3) 16d NAILS AT EACH OUTLOOKER. SPLICE FASCIA PER SET—UP MANUAL DRAWING "5-16". O INSTALL CONTINUOUS 2x8 FASCIA BOARD TO ENDS OF OUTLOOKERS WITH (3) 16d NAILS AT EACH OUTLOOKER. SPLICE FASCIA PER SET—UP MANUAL DRAWING "S-16". BE CORROSION RESISTANT. 5. AT EACH END OF UNITS, FIELD INSTALL SIDING TO MATCH TYPE THAT IS FACTORY INSTALLED ON MANUFACTURED HOME. INSTALL SIDING PER ®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. 4 O APPLY 3/8" APA RATED 24/0 ROOF SHEATHING OVER UNSHEATHED SURFACES OF HINGED ROOF. FASTEN SHEATHING WITH 8d NAILS AT 6" O/C EDGES, PERIMETER AND FIELD. MANUFACTURERS INSTRUCTIONS WITH 6d CORROSIVE RESISTANT NAILS AT 6" O.C. EDGES AND FIELD. OINSTALL 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. 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. ©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 O 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. OFASTEN EACH HINGED KING POST TO 2x4 LEDGER W/ (2) No. 8 x 3" WOOD SCREWS. © APPLY ROOF SHINGLES WITH UNDERLAYMENT IN ACCORDANCE WITH SHINGLE MANUFACTUR— ERS INSTRUCTIONS. SHINGLES AND UNDERLAY—sacs ® INSTALL CAP TRUSSES TO EACH HINGED RAFTER CHORD WITH A 6 3/4" OVERLAP EACH SIDE. FASTEN EACH SIDE WITH (4) 8d NAILS. MENT UPWARDALL BE FROM FACTORY ED TOI CONTINUE INGLES FASTEN EACH HINGED KING POST TO 2x4 LEDGER W/ (2) No. 8 x 3" WOOD SCREWS. in �� CAT Msw7 k-0) INSTALL CONTINUOUS 1x4 MEMBERS (8' LENGTHS) TO THE TRUSSES ON EACH SIDE OF THE PEAK. FASTEN 1x4'S TO TRUSSES wAus SITE INSTRUCTIONS FOR HINGE ROOF CLOSE — OFF /�c anufacturin HB Manufacturing, WITH (2) 8d NAILS PER TRUSS. FASTEN 1x4'S ACROSS THE PEAK WITH 8d NAILS SPACED 4" 0/C. °RAS � CRB DAZE 1-22-97 40 SF S-62 F A C T O R Y I N S T A L L E D N O T E S G E N E R A L N O T E S : DOUBLEWIDE INSTRUCTIONS TRIPLEWIDE INSTRUCTIONS m 1, ALL MATERIALS REQUIRED FOR. SITE CLOSE -OFFS SUCH SHINGLES, SHEATHING FASCIA OUTLOOKERS, BOLTS, ATTIC' VENTS, kLASHING, SIDING, ETC... SHALL BE SUPPLIED BY GOLDEN WEST HOMES AND SHIPPED LOOSE WITH THE UNIT. APPLY 3/8" MIN. ROOF SHEATHING TO HINGED TRUSS CHORDS PER STRUCTURAL DRAWING No. 98.00., APPLY 3/8" MIN. ROOF SHEATHING TO HINGED TRUSS CHORDS PER STRUCTURAL DRAWING No. 98.00. © INSTALL 2x6 FLAT OUTLOOKERS AS SHOWN PER. STRUCTURAL DRAWING 96.03 AND PER STRUCTURAL DRAWING 96.04. © INSTALL 2x6 FLAT OUTLOOKERS AS SHOWN PER STRUCTURAL DRAWING 96.03 AND PER STRUCTURAL DRAWING 96.04. 2. FOR HOMES WITHOUT "ALTERNATE CONSTRUCTION" 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. DNDERLAYMENT PER STRUCTURAL ONDERLAYMENT PER STRUCTURAL DRAWING No. 96.60 DRAWING No. 96.60 4. ALL FASTENERS EXPOSED TO WEATHER SHALL . BE CORROSION RESISTANT. - FACTORY INSTALLED 2x8 FASCIA PER STRUCTURAL DRAWING 96.03 OR 96.04 FACTORY INSTALLED 2x8 FASCIA PER STRUCTURAL DRAWING 96.03 OR 96.04 FACTORY INSTALLED 2x4 CONTINUOUS LEDGER FASTENED TO EACH TRUSS FACTORY INSTALLED 2x4 CONTINUOUS LEDGER FASTENED TO EACH TRUSS W/ (1) No. 8 x 3" WOOD SCREW. 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